The URL can be used to link to this page

Home My WebLink About1303 W. 8th Street Address: 1303 W 81" Street 13o -? W . ? �-- S�, PREPARED 12/01/15, 13:31:28 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 12/01/15 ---------------------------------------------------------------------------------------- ADDRESS . : 1303 W 8TH ST SUBDIV: CONTRACTOR : PHONE OWNER CITY OF PORT ANGELES PHONE PARCEL 06-30-00-0-2-4400-0000- APPL NUMBER: 15-00000383 COMM REMODEL ------------------------------------------------------------------------------------------------ PERMIT: BPC 00 BUILDING PERMIT - COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ---------—-----—-----—------------------— —---------- BL1 01 7/27/15 PB BLDG FOUNDATION FOOTING 7/27/15 DA July 24, 2015 9:34:16 AM jlierly. Robert 206-459-8472 July 27, 2015 4:56:22 PM pbarthol. no plans/permit on site. recall when both pads are ready for inspection. BL1 02 7/28/15 JLL BLDG FOUNDATION FOOTING 7/28/15 AP July 28, 2015 10:06:28 AM jlierly. 206-459-8472 July 28, 2015 4:21:09 PM jlierly. BL99 01 12/01/15 BLDG FINAL 0December 1, 2015 8:57:25 AM jlierly. ted 425-495-2254 ----------------------—- ------------ COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES �� DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION C� 321 EAST 5TH STREET, PORT ANGELES, WA 98362 1 Application Number . . . . . 15-00000383 Date 4/27/15 Application pin number . . . 821458 Property. Address . . . . . . .1303 W 8TH ST ASSESSOR PARCEL NUMBER: 06-30-00-0-2-4400-0000- REPORT SALES TAX Application type description COMM REMODEL W Subdivision Name . . . . . . on your state excise tax forum Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . PUBLIC BUILDINGS & PARKS Application valuation . . . . 150000 (Location Code 0502) ---------------------------------------------------------------------------- Application desc 20x20 gound equipment and pole cell antenna equipm ---------------------------------------------------------------------------- Owner Contractor CITY OF PORT ANGELES OWNER PO BOX 1150 PORT ANGELES WA 983620217 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT - COMMERCIAL Additional desc . . TELECOM ANTENNA / GROUND EQUIP Permit Fee . . . . 1300.25 Plan Check Fee 845.16 Issue Date . . . . 4/27/15 Valuation . . . . 150000 Expiration Date 10/24/15. Qty Unit Charge Per Extension BASE FEE 1020.25 50.00 5.6000 THOU BL-100,001-500K (5.60 PER K) 280.00 ---------------------------------------------------------------------------- Special Notes and Comments The Fire Department has reviewed the project application and has no comments Electrical load calculations and electrical permits are required. Any modifications to the City's electrical facilities will be at the customer's expense. y 1. Establishing Construction Access. uJ 2. Install sediment controls BMPs. O 3. Stabilize exposed soils. 4. Protect slopes from erosion. W 5. Protect drain inlets. 6. Control pollutants including but not limited to spills, r concrete wash out, exposed aggregate processes, concrete 4 grinding and saw cut waste water. 7. Maintain temporary and permanent erosion control BMPS during project. cam„ All disturbed area's on site not covered by new improvements should meet the attached soil quality and depth standard. No downspouts shall be connected to sanitary sewer. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE SURCHARGE 4.50 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or loca gulating construction or the performance of construction. ate Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD - PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 15-00000383 Date 4/27/15 Application pin number . . . 821458 ---- -- ------------------ --- - REPORT SALES TAX Fee summary Charged Paid Credited Due --------_ ---------- __ __________ __________ on your state excise tax form Permit Fee Total 1300.25 1300.25 .00 .00 to the City of Port Angeles Plan Check Total 845.16 845.16 .00 .00 Other Fee Total 4.50 4.50 .00 .00 (Location Code 0502) Grand Total 2149.91 2149.91 .00 .00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that 1 have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD — PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS-- Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit THEORT NGET E For City Use %�IT`af OF LJ L k. Permit# WASH i tv o T o ry , U . S. Date Received: '' -� 321 E 51h Street I Date Approved q&I l Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email:permits@cityofpa.us BUILDING PERMI APPLICATION Project Address: �;02) � Phone: `C' —e' Primary Contact: Email: Name Phone City of Port Angeles 36o.417.4750 Property Mailing Address Email Owner 321 E 5ch Street City State Zip Port Angeles WA 98362 Name Phone Verizon Wireless 509-998-901 Address Email Applicant 55oi NE 1091h Court,#A-2 Information city State zip Vancouver WA 98662 Contractor License# Exp.Date: TBD Legal Description: Zoning: Tax Parcel# Project Value: (materials and labor) See sheet SV-5 Public o63000015350 $150,000 Buildings and Parks Residential ❑ Commercial X Industrial ❑ Public ❑ Permit Demolition ❑ Fire ❑ Repair ❑ Reroof(tear off/lay over) ❑ Classification For the following,fill out both pages of permit application: (check New Construction x Exterior Remodel ❑ Addition ❑ Tenant Improvement ❑ appropriate) Mechanical ❑ Plumbing ❑ Other ❑ Will a fire sprinkler system be installed Irrigation System? Proposed Bathrooms Proposed Bedrooms or modified? Yes ❑ No x Yes ❑ No x None None Project Description Verizon is proposing installation of antennas on an existing Telecommunications Facility(light ole) along with related ground Equipment within the proposed leased area. Is project in a Flood Zone: Yes ❑ NoX Flood Zone Type: If in a Flood Zone, what is the value of the structure before proposed improvement? $ I have read and completed the application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required and to obtain permits prior to work. I understand that plan review fees are not refundable after review has occurred. I understand that I will forfeit review fees if I withdraw the application before the permit is issued. I understand that if the permit is not picked up/issued within 18o days of submittal,the application A4 will be considered abandoned and the fees will be forfeited. Date �� Print Name l l Signature Res i ntial Structures Existing Proposed Construction For Office Use Area Descriptions(SQ FT) Floor area Floor area $Value new area Basement First Floor Second Floor Covered Deck/Porch/Entry Deck(over 30"or 2nd floor) Garage Carport Other(describe) Area Totals Commercial Structures Construction For Office Use Area Descriptions(SQ FT) Existing Proposed $Value new Floor area Floor area area Existing Structure (s) 198 SF 400 SF Proposed Addition 198 SF 400 SF 150,000 Tenant Improvement? Other work(describe) Site Area Totals 198 SF 400 SF Lot/Site Coverage Calculations Lot Size(sq ft) Lot Coverage(sq ft) %Lot Coverage(Total lot cov_lot size) Max Bldg Height 779,724 Less than i% Site Coverage(Sq Ft of all impervious) %of Site Coverage(total site cov_lot size) 40o new SF Less than 1% Mechanical Fixtures Indicate how many of each type of fixture to be installed or relocated as part of this project. Air Handler Size: # Haz/Non-Haz Piping Outlets: Appliance Exhaust Fan # Heater(Suspended,Floor,Recessed wall) # Boiler/Compressor771Size: # Heating/Cooling appliance # repair/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) Fire lace/Gas Stove/Gas Cook Stove/Misc. Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # Furnace/Heat Pump/ Size: # J7Ventilation System # Forced Air Unit Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # Fuel gas piping #of Outlets: Water Heater # Medical gas piping #of Outlets: Water Line # Plumbing Vent piping # Sewer Line # Industrial waste pretreatment interceptor Grease Trap) Size Other(describe): T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4-17-13.docx 131 41 ao306 33 S t I i SOS ,x sx 327 'r ``�. �, ^� ` .1304x 1`/jsf .•`'� Nit 131 �a �' ql 03 3 � # 23 23 1401 307,:': 28 5 (� .7 h r 30 r r�Ii 1220 b 123 12 9 -r * 1231 g 217 '' r = te x213 tg �> F 44.� A e s - r � r F 1236' ` . 13 e4 e � 1311 1232 1134`�1 0 1228"' 1303 Q 2 �< — -1201 " / 719 21 � ' s 1210 1137 v fhr µy, ;. � 80S }1129 3 904 _1225 . s W 1125 1233 '^ 1219 + t �ti i13 ;_ TOWER STRUCTURE P.O.T. 12'ACCESS 159 2 WITH ROOD LIGHTS EASEMENT_ `-NG NNG8.9 \ / (SEE DETAIL SHEET SV-2) r_N71' 58 48 E — — -\ — ——————————— 0 7.50 / \ Nf�wre/ess Iw POINT 'B' / \ UE AS 160.7 NG I / CASCADIA I'M `G1jNG\\ A. ` qon A It / J 0/1 i G•p�8.... .moo••.. / "l • F SEE LEASE DETAIL ;r0v• SHEET SV-4 ' CATCH BASIN / ry `�e4� / \,�~�� NG \`\ �'— o :• •••�a� FI aizes � / P.O.T. 15'ACCESS `sjR�rsrs. POINT 'A' // I X�`O`• �� Gp EASEMENT i oyu ..v* LANA 5 P.O.B.ADDITIONAL I 9/25/14 `� �-----160-- P.O.B. D(ISTING ♦/ :— _____— LEASE AREA ---------J /� i / P.O.T. 12' ACCESSNtsGs.� EASEMENT o os c�a sRns s�nvcr Isvav �- ;�y / ` _ ___________________�_ �_ SITE NAME ----' `-, - 162.__—_--__ WA1 LAURIDSEN p / / -- _ PORT ANGELES SITE ADDRESS 1303 WEST BTH STREET ------------`--------A- PORT ANGEL TS,SWA TREET--------- ------- 164---------- // ' ------ ----------------- ----- - 4 SHEET TITLE DETAIL 1,l=10' r ' l6 29' - I r - -__--_- -_ - _------8��.N$-------------•166- SHEET NO AQP X45 e o e 3o xo --- Q _ IN mr) 1 mon-10 n. / \ P.O.T. IIMl�wre/ess / \ 12'ACCESS EASEMENT / POINT V /y \ rKma.rP.mx r.m. I� ACCESS EASEMENToy. \ / No; \ ,�� \`�` \ / �i �oJ P.O.T. �.4 ,?� 1 5'ACCESS EASEMENT i POINT "A' EXISTING LEASE AREA \ ;" \ to w�ei,.mins swvEr Rcvav 198.0 SQUARE FEET ' ADDITIONAL LEASE AREA 400.0 SQUARE FEET rn DAT[ �6Esavrml 2.66'1',/B of \k NAL LEASE AREA 0 spry• ` `�� ./! / SITE NAME \ ACCESS EASEMENT �s `\ o� A.RjA WA1 LAURIDSEN Ti ry� °F PORT ANGELES SO '�'' \ ` SRE ADDRESS � 1303 WEST 6TH STREET 4 go :, • PORT ANGELES,WA 96362 �oNgy LpN P.O.B. ESHEET TITLE XISTING LEASE AREA LEASE DETAIL / / \ 9/25/14 i„=5- 16'2W GRAPHIC SCALE SHEET NO / \ / P.O.T. Z5 0 2D a 10 12'ACCESS SV-4 EASEMENT (D1 Fur) 1Inb-0 n NOTE: NOTE: 1. TOWER STRUCTURAL ANALYSIS TO BE (EI OTHER CARRIER 1. TOWER STRUCTURAL ANALYSIS TO BE \ / E OTHER CARRIER ANTENNAS TIP HEIGHT PERFORMED BY OTHERS.VERIZON WIRELESS ANTENNAS TIP HEIGHT PERFORMED BY OTHERS,VERIZON WIRELESS \\`/// 94'-2'AGL INSTALLATION SHALL NOT START UNTIL g.,t•-2'AGL INSTALLATION SHALL NOT START UNTIL ENGINEER RECEIVES COPY OF APPROVED ENGINEER RECEIVES COPY OF APPROVED STRUCTURAL ANALYSIS OR ASSESSMENT. E TOP OF LIGHT POL STRUCTURAL ANALYSIS OR ASSESSMENT. verizonwireless E TOP OF LIGHT POLE 9<'-2'AOL 2'ACL ANOTHER CARRIER PANEL (E)OTHER CARRIER PANEL ANTENNAS(7YP) ANTENNAS(TVP) (E)OTHER CARRIER (E)BOTTOM OF OTHER (E)OTHER CARRIER (E)BOTTOM OF OTHER CARRIER RRUS RRU ARRAYS n CARRIER RRUS RRU ARRAYS B2-9'A L BZ-9'AGL Cascadia PM (N)VERIZON WIRELESS ANTENNA TIP HEIGHT j (N)VERIZONWIRELESSPANELANTENNAS (N)VERIZON WIRELESS PANEL ANTENNAS 33225oMHBAYROADNE (N)VERIZON WIRELESS OLYMPIA M NSW C1-/9,-0a A L (TYP OF I PER SECTOR.TOT/LL OF 3) A 1 H 1 H (TYP OF 1 PER SECTOR,TOTAL OF 3) PH:Mo Jaa FLUSH-MOUNTED TO(E)LIGHT POLE 79'-0'AGL FLUSH-MOUNTED TO(E)LIGHT POLE (311N1 VERIZON WIRELESS RRU'S ANO(1) (3)(N)VERIZON WIRELESS RRU'S AND(1)(N)SURGE (N)SURGE SUPPRESSOR,FLUSH-MOUNTED SUPPRESSOR,FLUSH-MOUNTED BELOWANTENNAS TO(E)LIGHT BELOW ANTENNAS TO(E)LIGHT POLE (E)TOP Of FLDGO POLE(GAMMA SECTOR USES SITE PRO MODEL#DAC DOUBLE ��®� 19 IEI TOP OF FL000 LIGHTS LIGHTS ANTENNA CLAMP FOR ANTENNA.RRU AND SURGE PROTECTOR 69' 69'-9`AGL � (E)FLOOD LIGHTS a (E)FLOOD LIGHTS (D WW (E)85'-0'LIGHT POLE 0 AL (E)LINE OF TREE CA S REQUIRED NALE�G TO BE REMOVED AS REQUIRED C 1/28/15 J C 1 (E)95'-0'LIGHT POLE PRELIMINARY (E)LINE OF TREE CANOPY;TREES a O DATE D/C DESCRIPTION TO BE REMOVED AS REQUIRED I 1� NLINK FENCE WITHBAR ALL 0 12-17-11 JCVJS u-%1. REVIEW HAINLINK FENCE WITH BARBED 1 01-20.15 JG�MS CPM COMMENT A-60 WIREAND OARKGREENVINYL 2 01-20.15 JGMAS CLIENT COMMENT SIGHT OBSCURING SLATS a SUBMITTAL 5q NO DATE DIC DESCRIPTION 0 01-30.15 JG1M$ DP SUBMITTAL �m IN)UTILITY H-FRAME; N. 1 3 METER BASE WI DISCONNECT,ILC,FIBER CABINET&SAFETY BOX SITE NAME ym. (N)VIR20N WIRELESS LAU R I DSEN 1 J (N)UTILITY H-FRAME; m 1 1"L 30KW DIESEL GENERATOR METER BASE WJ .4B,D A-8.1 MOUNTED T05'-0'X 7-0' DISCONNECT,ILC,FIBER CONCRETE PAD CABINET&SAFETY BOX i TAX ID NO.: I CH20'-0-X FEN%WIT TALL WIRE AND ARKGR EN BARBED 0 063000015350 WIRE AND DARK GREEN VINYL SIGHT OBSCURING SLATS e (N)VERIZON WIRELESS \ q.1,p EOUIPMENTCABINETS MOUNTED TO]'-9•X 19'-W SITE ADDRESS \�1 1-1 TNI VERIZON WIRELESS (N)VERIZON WIRELESS CONCRETE PAD 1303 WEST 9TH STREET 30KW DIES EL GENERATOR ^ EOUNTENTCABINETS e PORTANGELES,WAS8362 A-B.0 A-6.1 MOUNTED TO]'-9'X 19'-0' MOUNTED T05'-0'%9'-0' _ j` CONCRETE PAD o CONCRETE PPD (E)OTHER CARRIER EQUIP.COMPOUND SHEET TITLE NORTH AND WEST Y' LT WALLKING PATH � � ELEVATIONS J1I ) E GRADE 160.9'AMSL E GRADE 160A'AMSL I 1 I 0'-0"AGL 0'-0'AGL SHEET NO. HYBRID HYBRID HYBRID HYBRID HYBRID (E)OTHER CARRIER EQUIP. COMPOUND A 3.0 1 NORTH ELEVATION SCALE:3132'=1'-0'(11X1]) D' o' za 2 WEST ELEVATION SCALE:3136=1'-0'(11X17) � � 2 SCALE:3116'•1'-0'(22%31) SCALE:3It6'•1'-0.122X31) C♦ �-- 'Y ORTI NGELES 1'',_� W A S H I N G T O N, U. S. A. Community & Economic Development Department } March 4, 2015 Cascadia PM Ms. Angela Raymond - g Y a . 1 5501 NE 109`h Court, #A2 Vancouver, WA 98662 i RE: Verizon Wireless—CUP 15-01 1303 West 8t' Street Dear Ms. Raymond: J As you know, following a public hearing conducted on February 25, 2015, the City's Planning Commission approved Conditional Use Permit CUP 15-01 for Verizon Wireless to co locate additional antennae on an existing tower/pole in the City's Public Buildings and Parks zone at ' f 1303 West 8 Street. The conditional use permit is approved with the following condition: Condition: 1. The applicant will retain a current lease from the City of Port An for the activity and will-notify the City of anticipated change to the approved use prior to modification of the equipment. Routine maintenance is approved that does not change the current approved status of the equipment. Equipment on the site will be of a neutral color. Although the staff report contains a second condition,that condition is relevant to a previous i Verizon permit that was located in a flood plain. The subject property is not located.in a flood plain and therefore, no flood plain elevation certificate is necessary. You will need to contact the City's-Building Division for the appropriate structural permitting. Decisions of the Planning Commission are final unless appealed to the City Council within 14 days of the action. If you have any questions with any of this information,please don't hesitate to contact this office. incerely, Sue Roberds Planning Manager Cc: Edna Willadsen Phone: 360-417-4750/Fax:360-417-4711 Website:www.cityofpa.us/Email:smartgrowth@cityofpa.us 321 East Fifth Street- P.O. Box 1150/Port Angeles, WA 98362-0217 CASCADIA PM Precision Program Managemen August 4, 2014 LETTER OF AUTHORIZATION The undersigned(the "Owner")represents that it is the owner of the property commonly known as 1303 West 81h Street,Port Angeles, WA(the"Property"). Owner hereby consents and agrees that Celleo Partnership d/b/a Verizon Wireless("Verizon"),may make and file applications on the Owner's behalf to such local, state and federal govermnental entities whose approval Verizon may consider necessary or advisable to have the Property approved as a tower or antenna site,including,but not limited to, governmental approvals for zoning permits,zoning variances,rezoning applications,building permits and wetland pen-nits. Owner hereby agrees that an executed copy of this Authorization is as effective as the original. However, if requested by Verizon, Owner agrees to execute such other and further documents as may be required by the govenunental entity having jurisdiction to evidence Owner's consent to the action, which is proposed to be taken. OWNER PRINT NAME: A4 Gcli G�- r`io SIGNATURE: DATE: 1-2, I fl Cascadia PM.LLC Corporate Headquarters 3322 South Bay Road NE Olympia.WA 98506 130 N.Nimitz Hwy Suite A-200 5501 NE 109L,Ct Suite A-2 733 Seventh Ave Suite 209 360 438 8002 Honolulu.H196817 Vancouver,WA 98662 Kirkland,WA 98033 wvw.cascadiapm.com 808 536 7400 360 885 9200 425 828 1008 i t Date: October 03, 2014 Elaine Neumann FDH Engineering, Inc. Crown Castle 6521 Meridien Drive, Suite 107 5350 North 48th Street, Suite 300 Raleigh, North Carolina 27616 Chandler,AZ 85226 (919) 755-1012 Subject: Structural Analysis Report Carrier Designation: Verizon Wireless Co-Locate Carrier Site Number: 296506 Carrier Site Name: WA1 Lauridsen Crown Castle Designation: Crown Castle BU Number: 826489 Crown Castle Site Name: PA Shane Park Crown Castle JDE Job Number: 309441 Crown Castle Work Order Number: 939005 Crown Castle Application Number: 265182 Rev. 1 Engineering Firm Designation: FDH Engineering, Inc. Project Number: 146EFJ4400 Site Data: 1303 W.8th St. (8th& F Street), Port Angeles,WA, 98362 Latitude 480 7'25", Longitude -1230 27'46.5" 94 Foot-Monopole Tower Dear Elaine Neumann, FDH Engineering, Inc. is 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 712111, in accordance with application 265182, revision 1. 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 2012 International Building Code based upon an ultimate 3-second gust wind speed of 130 mph converted to a nominal 3-second gust wind speed of 101 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 with a topographic category 5 and crest height of 225 feet, and Risk Category II were used in this analysis. We at FDH Engineering, Inc. 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. Respectfully submitted by: Reviewed by: C.�0 A R X wr yy� Christopher Lee, EIT Christopher G. Ply, PE 1 Project Engineer Vice President—Structural Engineering 490'\ ;tom WA PE License No. 44901 �41YAL. tnxTower Report-version 6.1.4.1 ' October 03, 2014 94 Ft Monopole Tower Structural Analysis CCI BU No 826489 Project Number 146EFJ4400, Application 265182, Revision 1 Page 2 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)APPENDIX A tnxTower Output 6)APPENDIX B Base Level Drawing 7)APPENDIX C Additional Calculations tnxTower Report-version 6.1.4.1 r October 03, 2014 94 Ft Monopole Tower Structural Analysis CCI BU No 826489 Project Number 146EFJ4400,Application 265182, Revision 1 Page 3 1) INTRODUCTION This tower is a 94 ft Monopole tower designed by PETERSON STREHLE MARTINSON, INC. in April of 2000. The tower was originally designed for a wind speed of 100 mph per TIA/EIA-222-E. 2)ANALYSIS CRITERIA The structural analysis was performed for this tower in accordance with the requirements of TIA-222-G Structural Standards for Steel Antenna Towers and Antenna Supporting Structures using a 3-second gust wind speed of 100.7 mph with no ice, 30 mph with 0.25 inch ice thickness and 60 mph under service loads, exposure category C with topographic category 1 and crest height of 0 feet. Table 1 -Proposed Antenna and Cable Information Center Number Number Feed Mounting Line Antenna of Antenna Model of Feed Line Note Level(ft) Elevation Antennas Manufacturer Lines Size(in) (ft) 1 crown mounts rPlatform Mount[LP 303-1] 6 ericsson RRUS 12 W/SOLAR SHIELD 12 7/8 76.0 76.0 3 quintel technology QS6658-2 w/Mount Pipe 1 1-3/32 1 raycap RCMDC-3315-PF-48 3 westell AWC-TTMA-70OC-VG Table 2 - Existing and Reserved Antenna and Cable Information Center Number Number Feed Mounting Line of Antenna Antenna Model of Feed Line Note Level (ft) Elevation Antennas Manufacturer Lines Size(in) (ft) 3 andrew ETW200VS12UB 15 andrew E15S08P78 3 andrew TMZXXX-6516-R2M w/ Mount Pipe 15 7/8 92.0 92.0 3 nokia FRIA 1 1-1/4 1 3 nokia FRIG 2 nokia FXFB 1 raycap RCMDC-4750-PF-48 70.0 70.0 1 north star lighting STARBEAM-3 1 1/2 1 65.0 65.0 1 north star lighting STARBEAM-4 --- --- 1 60.0 60.0 1 north star lighting STARBEAM-4 --- --- 1 55.0 55.0 1 north star lighting STARBEAM-4 --- --- 1 50.0 50.0 1 north star lighting STARBEAM-3 --- --- 1 Notes: 1) Existing Equipment tnxTower Report-version 6.1.4.1 October 03, 2014 94 Ft Monopole Tower Structural Analysis CCI BU No 826489 Project Number 146EFJ4400, Application 265182, Revision 1 Page 4 Table 3-Design Antenna and Cable Information Center Number Number Feed Mounting Line Antenna of Antenna Model of Feed Line Level (ft) Elevation Antennas Manufacturer Lines Size(in) (ft) 92 92 1 Generic Flush Mount --- 3 EMS RR65-19-OODP 84 84 1 Generic 2' Diam. Std. Dish (6 GHz) --- --- 75 75 1 Generic Flush Mount 3 EMS RR65-19-OODP 70 70 1 Generic 10' Cross-Arm Support -- --- 4 Generic 23" Diameter Lights 65 65 1 Generic 10' Cross-Arm Support - - - - 4 Generic 23" Diameter Lights 60 60 1 Generic 10' Cross-Arm Support - 4 Generic 23" Diameter Lights 55 55 1 Generic 10' Cross-Arm Support 4 Generic 23" Diameter Lights 50 50 1 Generic 10' Cross-Arm Support -- --- 4 Generic 23" Diameter Lights 15 15 1 Generic 30"x 36"x 12"Junction Box --- --- 3)ANALYSIS PROCEDURE Table 4-Documents Provided Document Remarks Reference T Source 4-GEOTECHNICAL REPORTS I ADaPT Engineering, Inc. 3564734 CCISITES 4-TOWER FOUNDATION Peterson Strehle Martinson, Inc. 3901836 CCISITES DRAWINGS/DESIGN/SPECS 4-TOWER MANUFACTURER Paul J. Ford and Company 3564736 CCISITES DRAWINGS 3.1) Analysis Method tnxTower(version 6.1.4.1), 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) The tower and structures were built in accordance with the manufacturer's specifications and applicable ANSI/TIA/EIA standards. 2) The tower and structures have been maintained in accordance with the manufacturer's specification. 3) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. This analysis may be affected if any assumptions are not valid or have been made in error. FDH Engineering, Inc. should be notified to determine the effect on the structural integrity of the tower. tnxTower Report-version 6.1.4.1 ' October 03, 2014 94 Ft Monopole Tower Structural Analysis CCI BU No 826489 Project Number 146EFJ4400,Application 265182, Revision 1 Page 5 4)ANALYSIS RESULTS Table 5-Section Capacity (Summary) Section Elevation(ft} Component Size Critical P(K} SF'P_allow % pass/Fail No. Type Element (K) Capacity l L1 r 95-51.58 Pole F TP24.47x12.75x0.1875 ( 1 -6.63 971.21 66.7 r Pass L2 51.58-1 Pole TP37.75x23.24024.25 2 -14.29 1933.90 1 87.0 Pass Summary Pole(L2) 87.0 Pass Rating= 87.0 Pass Table 6-Tower Component Stresses vs. Capacity—LC5 Notes Component Elevation (ft) %Capacity Pass/Fail 1 Anchor Rods 0 69.1 Pass 1 Base Plate 0 47.6 Pass 1 Base Foundation 0 12.2 Pass 1 Base Foundation 0 53.4 Pass Soil Interaction Structure Rating (max from all components) = 87.0% Notes: 1) See additional documentation in"Appendix C—Additional Calculations"for calculations supporting the%capacity consumed. 4.1) Recommendations The tower and its foundation have sufficient capacity to carry the existing and proposed loads. No modification are required at this time. tnxTower Report-version 6.1.4.1 October 03, 2014 94 Ft Monopole Tower Structural Analysis CCI BU No 826489 Project Number 146EFJ4400, Application 265182, Revision 1 Page 6 APPENDIX A TNXTOWER OUTPUT tnxTower Report-version 6.1.4.1 '.. _ 95.0 ft _ DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION C Lightning Rod 95 QS6658-2 w/Mount Pipe 76 _- -- - - -_ TMZ)=-6516-R2M w/Mount PiPe 2 QSWA-2 w/Mount Pipe --�r76 TMZXXX-WI6-R2M w/Mount Poe 192 j AWC-TTMA-700GVG 176- --- TMZ)M.6516•R2Mw/Mount Pipe 92 AWGTTMA-700GVG 176 (5)El5S08P78 :92 AWC-TTMA-700C-VG 176 (5)E15S08P78 - 92 - - -__ !(2)RRUS 12 WlSOL4R SHIELD 176 (5)E15308P78 92 (2)RRUS 12 W/SOLAR SHIELD 78 -- FRIA _ - - 92 (2)RRUS 12 WISOLAR SHIELD 76 ---- FRIA 92 RCMDC-3315-PF48 76 FRIA 92-- - Platform Mount[LP 303-11 78 FRIG 92 STARBEAM-3 70 i. FRIG 92 10'hodzontel x 2"Pipe Mount _ 70 FRIG g2 STARBEAM4 65 RCMDC-4750-PF48 -- - 92 10'honznMal x 2"Pipe Mount 65 i m FXFB 192 STARBEAM-4 _ 160 FXFB 92 10'hodzontal x 2"Pipe Mount- 60 --- -- ETW200VS12UB - 92 STARBEAM-4 '�.55 , ETW200V512U8 - 92 '10'hodmntal x 2"Pipe Mount 155 h ETW20OVS12UB 92-- ---- STARBEAM-3 50 11 �i Pipe Mount[PM 50113i 92 ;10'horb ontal x 2"Pipe Mounl 50 QS8658-2 w/Mount Pipe 76 i----..- ---- ---- MATERIAL STRENGTH !III GRADE Fy Fu GRADE Fy Fu IA572-65 165 ksi _ 80 ksi TOWER DESIGN NOTES 1. Tower is located in Ciallam County,Washington. 2. Tower designed for Exposure C to the TIA-222-G Standard. 3. Tower designed for a 101 mph basic wind in accordance with the TIA-222-G Standard. 51.6 ft_ 4. Tower is also designed for a 30 mph basic wind with 0.25 in ice.Ice is considered to q increase in thickness with height. A -- --- —_- 5. Deflections are based upon a 60 mph wind. a 6. Tower Structure Class II. 7. Topographic Category 5 with Crest Height of 225.00 ft 8. TOWER RATING:87% O � N ALL REACTIONS AREFACTORED AXIAL 21K SHEAR i MOMENT 2 K Ir 101 kip-ft TORQUE 0 kip-ft 30 mph WIND-0.2500 in ICE AXIAL 14 K SHEAW MOMENT 21 K-,(- +'1 1288 kip-ft 1.0-ft 16 TORQUE 6 kip ft REACTIONS-101 mph WIND E FDH Engineering,Inc. lob:PA Shane Park,BU#826489(Wind) -------------------- 6521 Meridien Drive, Suite 107 Prgect 146EFJ4400 _ Raleigh, North Carolina 27616 Gig`CTM Draw"by:CLee �APP'a ower Analysis Phone:9197551012 Code' TIA-222-G Date'10103/14 Scale' NTS FAX:9197551031 Pam: - - �NO E-1 October 03, 2014 94 Ft Monopole Tower Structural Analysis CCI BU No 826489 Project Number 146EFJ4400,Application 265182, Revision 1 Page 7 Tower Input Data There is a pole section. This tower is designed using the TIA-222-G standard. The following design criteria apply: 1) Tower is located in Clallam County,Washington. 2) ASCE 7-10 Wind Data is used (wind speeds converted to nominal values). 3) Basic wind speed of 101 mph. 4) Structure Class 11. 5) Exposure Category C. 6) Topographic Category 5. 7) Crest Height 225.00 ft. 8) SEAW RSM-03 procedures for wind speed-up calculations are used. 9) Topographic Feature: Continuous Escarpment. 10) Slope Distance L: 900.00 ft. 11) Distance from Crest x: 600.00 ft. 12) Nominal ice thickness of 0.2500 in. 13) Ice thickness is considered to increase with height. 14) Ice density of 56 pcf. 15) A wind speed of 30 mph is used in combination with ice. 16) Temperature drop of 50 OF. 17) Deflections calculated using a wind speed of 60 mph. 18) A non-linear(P-delta) analysis was used. 19) Pressures are calculated at each section. 20) Stress ratio used in pole design is 1. 21) Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. Options Consider Moments-Legs Distribute Leg Loads As Uniform Treat Feedline Bundles As Cylinder Consider Moments-Horizontals Assume Legs Pinned Use ASCE 10 X-Brace Ly Rules Consider Moments-Diagonals 4 Assume Rigid Index Plate Calculate Redundant Bracing Forces Use Moment Magnification Use Clear Spans For Wind Area Ignore Redundant Members in FEA Use Code Stress Ratios Use Clear Spans For KLir SR Leg Bolts Resist Compression Use Code Safety Factors-Guys Retension Guys To Initial Tension All Leg Panels Have Same Allowable Escalate Ice Bypass Mast Stability Checks Offset Girt At Foundation Always Use Max Kz Use Azimuth Dish Coefficients d Consider Feedline Torque Use Special Wind Profile 4 Project Wind Area of Appurt. Include Angle Block Shear Check Include Bolts In Member Capacity Autocalc Torque Arm Areas Poles Leg Bolts Are At Top Of Section SR Members Have Cut Ends Include Shear-Torsion Interaction Secondary Horizontal Braces Leg Sort Capacity Reports By Component Always Use Sub-Critical Flow Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Use Top Mounted Sockets Add IBC.6D+W Combination Use TIA-222-G Tension Splice Capacity Exemption Tapered Pole Section Geometry Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft ft ft Sides in in in in L1 95.00-51.58 43.42 3.17 18 12.7500 24.4700 0.1875 0.7500 A572-65 (65 ksi) L2 51.58-1.00 53.75 18 23.2402 37.7500 0.2500 1.0000 A572-65 (65 ksi) tnxTower Report-version 6.1.4.1 October 03, 2014 94 Ft Monopole Tower Structural Analysis CCI BU No 826489 Project Number 146EFJ4400, Application 265182, Revision 1 Page 8 Tapered Pole Properties Section Tip Dia. Area I r C I/C J It/Q w w/t in int in4 in in in3 in" int in L1 12.9467 7.4763 149.0644 4.4597 6.4770 23.0144 298.3249 3.7388 1.9140 10.208 24.8475 14.4511 1076.5293 8.6203 12.4308 86.6020 2154.4750 7.2269 3.9767 21.209 L2 24.4668 18.2428 1218.1895 8.1615 11.8060 103.1836 2437.9819 9.1231 3.6503 14.601 38.3324 29.7562 5286.6211 13.3125 19.1770 275.6751 10580.198 14.8810 6.2040 24.816 5 Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mutt. Double Angle Double Angle Elevation Area Thickness A, Factor Stitch Bolt Stitch Bolt (per face) Ar Spacing Spacing Diagonals Horizontals ft ft2 in in in L1 95.00- 1 1 1 51.58 L2 51.58-1.00 1 1 1 Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Secto Component Placement Total Number Start/En Width or Perimete Weight r Type Number Per Row d Diamete r ft Position r Of in in Safety Line 3/8 C Surface Ar 95.00-1.00 1 1 0.000 0.3750 0.22 (9aa) 0.000 Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Component Placement Total CAAA Weight or Shield Type Number Leg ft ft2/ft plf LDF5-50A(7/8") C No Inside Pole 92.00-1.00 15 No Ice 0.00 0.33 1/2"Ice 0.00 0.33 LDF6-50A(1-1/4") C No Inside Pole 92.00-1.00 1 No Ice 0.00 0.66 1/2"Ice 0.00 0.66 LDF5-50A(7/8") C No Inside Pole 76.00-1.00 12 No Ice 0.00 0.33 1/2"Ice 0.00 0.33 RFF-I6SM-808-418- C No Inside Pole 76.00-1.00 1 No Ice 0.00 0.75 APE(1 3/32") 1/2"Ice 0.00 0.75 1/2" C No Inside Pole 71,00-1.00 1 No Ice 0.00 0.25 1/2"Ice 0.00 0.25 Feed Line/Linear Appurtenances Section Areas Tower Tower Face AR AF CAAA CAAA Weight Sectio Elevation In Face Out Face n ft ft, ftz ftz ftz K L1 95.00-51.58 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 1.628 0.000 0.36 L2 51.58-1.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 1.897 0.000 0.55 t v. tnxTower Report-version 6.1.4.1 October 03, 2014 94 Ft Monopole Tower Structural Analysis CCI BU No 826489 Project Number 146EFJ4400,Application 265182, Revision 1 Page 9 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face Ice AR AF CAAA CAAA Weight Sectio Elevation or Thickness In Face Out Face n ft Leg in ft, ft, ft2 ft2 L1 95.00-51.58 A 0.611 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 6.934 0.000 0.39 L2 51.58-1.00 A 0.569 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 8.077 0.000 0.58 Feed Line Center of Pressure Section Elevation CPX CPZ CPX CPZ Ice Ice ft in in in in L1 95.00-51.58 0.0000 0.0552 0.0000 0.2064 L2 51.58-1.00 0.0000 0.0553 0.0000 0.2171 Shielding Factor Ka Tower Feed Line Description Feed Line Ka Ka Section Record No. Segment No Ice Ice Elev. L1 9 Safety Line 3/8 51.58- 1.0000 1.0000 95.00 Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft2 ft2 K ft ° ft Lightning Rod C From Leg 0.00 0.0000 95.00 No Ice 0.25 0.25 0.03 0.00 1/2" 0.66 0.66 0.03 2.00 Ice TMZXXX-6516-R2M wl A From Leg 0.50 0.0000 92.00 No Ice 10.10 3.33 0.05 Mount Pipe 0.00 1/2" 10.63 4.01 0.11 0.00 Ice TMZXXX-6516-R2M w/ B From Leg 0.50 0.0000 92.00 No Ice 10.10 3.33 0.05 Mount Pipe 0.00 1/2" 10.63 4.01 0.11 0.00 Ice TMZXXX-6516-R2M w/ C From Leg 0.50 0.0000 92.00 No Ice 10.10 3.33 0.05 Mount Pipe 0.00 1/2" 10.63 4.01 0.11 0.00 Ice (5)E15S08P78 A From Leg 0.50 0.0000 92.00 No Ice 0.32 0.67 0.01 0.00 112" 0.41 0.78 0.02 0.00 Ice (5)E15S08P78 B From Leg 0.50 0.0000 92.00 No Ice 0.32 0.67 0.01 0.00 1/2" 0.41 0.78 0.02 0.00 Ice (5)E15S08P78 C From Leg 0.50 0.0000 92.00 No Ice 0.32 0.67 0.01 tnxTower Report-version 6.1.4.1 October 03, 2014 94 Ft Monopole Tower Structural Analysis CCI BU No 826489 Project Number 146EFJ4400, Application 265182, Revision 1 Page 10 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft2 ft2 K ft ° ft 0.00 1/2" 0.41 0.78 0.02 0.00 Ice FRIA A From Leg 0.50 0.0000 92.00 No Ice 0.98 1.11 0.06 0.00 1/2" 1.14 1.29 0.08 0.00 Ice FRIA B From Leg 0.50 0.0000 92.00 No Ice 0.98 1.11 0.06 0.00 1/2" 1.14 1.29 0.08 0.00 Ice FRIA C From Leg 0.50 0.0000 92.00 No Ice 0.98 1.11 0.06 0.00 1/2" 1.14 1.29 0.08 0.00 Ice FRIG A From Leg 0.50 0.0000 92.00 No Ice 2.79 1.10 0.06 0.00 1/2" 3.02 1.27 0.07 0.00 Ice FRIG B From Leg 0.50 0.0000 92.00 No Ice 2.79 1.10 0.06 0.00 1/2" 3.02 1.27 0.07 0.00 Ice FRIG C From Leg 0.50 0.0000 92.00 No Ice 2.79 1.10 0.06 0.00 1/2" 3.02 1.27 0.07 0.00 Ice RCMDC-4750-PF-48 A From Leg 0.50 0.0000 92.00 No Ice 4.33 2.56 0.02 0.00 1/2" 4.61 2.79 0.05 0.00 Ice FXFB B From Leg 0.50 0.0000 92.00 No Ice 3.85 1.07 0.06 0.00 1/2" 4.11 1.25 0.08 0.00 Ice FXFB C From Leg 0.50 0.0000 92.00 No Ice 3.85 1.07 0.06 0.00 1/2" 4.11 1.25 0.08 0.00 Ice ETW20OVS12UB A From Leg 0.50 0.0000 92.00 No Ice 0.18 0.47 0.01 0.00 1/2" 0.25 0.57 0.01 0.00 Ice ETW20OVS12UB B From Leg 0.50 0.0000 92.00 No Ice 0.18 0.47 0.01 0.00 1/2" 0.25 0.57 0.01 0.00 Ice ETW20OVS12UB C From Leg 0.50 0.0000 92.00 No Ice 0.18 0.47 0.01 0.00 1/2" 0.25 0.57 0.01 0.00 Ice Pipe Mount[PM 501-3] C None 0.0000 92.00 No Ice 5.78 5.78 0.16 1/2" 7.37 7.37 0.18 Ice QS6658-2 w/Mount Pipe A From Leg 4.00 0.0000 76.00 No Ice 8.70 8.18 0.10 0.00 1/2" 9.35 9.37 0.18 0.00 Ice QS6658-2 w/Mount Pipe B From Leg 4.00 0.0000 76.00 No Ice 8.70 8.18 0.10 0.00 1/2" 9.35 9.37 0.18 0.00 Ice QS6658-2 w/Mount Pipe C From Leg 4.00 0.0000 76.00 No Ice 8.70 8.18 0.10 0.00 1/2" 9.35 9.37 0.18 0.00 Ice AWC-TTMA-70OC-VG A From Leg 4.00 0.0000 76.00 No Ice 0.59 0.78 0.03 0.00 1/2" 0.69 0.90 0.04 0.00 Ice AWC-TTMA-70OC-VG B From Leg 4.00 0.0000 76.00 No Ice 0.59 0.78 0.03 0.00 1/2" 0.69 0.90 0.04 0.00 Ice AWC-TTMA-70OC-VG C From Leg 4.00 0.0000 76.00 No Ice 0.59 0.78 0.03 0.00 1/2" 0.69 0.90 0.04 0.00 Ice (2)RRUS 12 W/SOLAR A From Leg 4.00 0.0000 76.00 No Ice 3.67 1.46 0.06 SHIELD 0.00 1/2" 3.92 1.64 0.08 0.00 Ice (2)RRUS 12 W/SOLAR B From Leg 4.00 0.0000 76.00 No Ice 3.67 1.46 0.06 SHIELD 0.00 1/2" 3.92 1.64 0.08 tnxTower Report-version 6.1.4.1 October 03, 2014 94 Ft Monopole Tower Structural Analysis CCI BU No 826489 Project Number 146EFJ4400,Application 265182, Revision 1 Page 11 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft2 ft2 K ft ° ft 0.00 Ice (2)RRUS 12 W/SOLAR C From Leg 4.00 0.0000 76.00 No Ice 3.67 1.46 0.06 SHIELD 0.00 1/2" 3.92 1.64 0.08 0.00 Ice RCMDC-3315-PF-48 C From Leg 4.00 0.0000 76.00 No Ice 4.33 2.56 0.02 0.00 1/2" 4.61 2.79 0.05 0.00 Ice Platform Mount[LP 303-11 C None 0.0000 76.00 No Ice 14.66 14.66 1.25 1/2" 18.87 18.87 1.48 Ice STARBEAM-3 A From Leg 0.50 0.0000 70.00 No Ice 24.61 4.92 0.34 0.00 1/2" 25.49 5.22 0.52 0.00 Ice 10'horizontal x 2"Pipe A None 0.0000 70.00 No Ice 1.33 1.33 0.10 Mount 1/2" 2.02 2.02 0.48 Ice STARBEAM-4 A From Leg 0.50 0.0000 65.00 No Ice 5.14 21.91 0.27 0.00 1/2" 5.45 22.70 0.44 0.00 Ice 10'horizontal x 2"Pipe A None 0.0000 65.00 No Ice 1.33 1.33 0.10 Mount 1/2" 2.02 2.02 0.48 Ice STARBEAM-4 A From Leg 0.50 0.0000 60.00 No Ice 5.14 21.91 0.27 0.00 1/2" 5.45 22.70 0.44 0.00 Ice 10'horizontal x 2"Pipe A None 0.0000 60.00 No Ice 1.33 1.33 0.10 Mount 1/2" 2.02 2.02 0.48 Ice STARBEAM-4 A From Leg 0.50 0.0000 55.00 No Ice 5.14 21.91 0.27 0.00 1/2" 5.45 22.70 0.44 0.00 Ice 10'horizontal x 2"Pipe A None 0.0000 55.00 No Ice 1.33 1.33 0.10 Mount 1/2" 2.02 2.02 0.48 Ice STARBEAM-3 A From Leg 0.50 0.0000 50.00 No Ice 24.61 4.92 0.34 0.00 1/2" 25.49 5.22 0.52 0.00 Ice 10'horizontal x 2"Pipe A None 0.0000 50.00 No Ice 1.33 1.33 0.10 Mount 1/2" 2.02 2.02 0.48 Ice Tower Pressures - No Ice GH=1.ioo Section z Kz q: Ac F AF AR Ateg Leg CAAA CAAA Elevation a % In Out c Face Face ft ft psf ft' a ft2 fe ft2 ft2 ft2 L195.00- 71.14 1.178 42 68.376 A 0.000 68.376 68.376 100.00 0.000 0.000 51.58 B 0.000 68.376 100.00 0.000 0.000 C 0.000 68.376 100.00 1.628 0.000 L2 51.58-1.00 25.31 0.948 36 132.34 A 0.000 132.349 132.349 100.00 0.000 0.000 9 B 0.000 132.349 100.00 0.000 0.000 C 1 0.000 132.349 100.001 1.8971 0.000 tnxTower Report-version 6.1.4.1 October 03, 2014 94 Ft Monopole Tower Structural Analysis CC/BU No 826489 Project Number 146EFJ4400,Application 265182, Revision 1 Page 12 Tower Pressure - With Ice GH=1.100 Section z Kz qZ tz Ac F AF AR A,, Leg CAAA CAAA Elevation a % In Out C Face Face ft ft psf in ft' a ftz ftz ft, fe ft, L195.00-51.58 71.14 1.178 4 0.6109 72.797 A 0.000 72.797 72.797 100.00 0.000 0.000 B 0.000 72.797 100.00 0.000 0.000 C 0.000 72.797 100.00 6.934 0.000 L2 51.58-1.00 25.31 0.948 3 0.5689 137.500 A 0.000 137.500 137.500 100.00 0.000 0.000 B 0.000 137.500 100.00 0.000 0.000 C 0.000 137.500 100.00 8.077 0.000 Tower Pressure - Service GH=1.100 Section z Kz q= AG F AF AR A,, Leg CAAA CAAA Elevation a % In Out c Face Face ft ft psf fe a ftz fe ftz ftz ft2 LI 95.00- 71.14 1.178 13 68.376 A 0.000 68.376 68.376 100.00 0.000 0.000 51.58 B 0.000 68.376 100.00 0.000 0.000 C 0.000 68.376 100.00 1.628 0.000 L2 51.58-1.00 25.31 0.948 11 132.34 A 0.000 132.349 132.349 100.00 0.000 0.000 9 B 0.000 132.349 100.00 0.000 0.000 C 1 0.000 132.349 100.001 1.897 0.000 Tower Forces - No Ice - Wind Normal To Face Section Add Self F e CF q: DF DR AE F w CO. Elevation Weight Weight a Face c psf IT K K e ft, K Of L195.00- 0.36 1.62 A 1 0.65 42 1 1 68.376 2.03 46.75 C 51.58 B 1 0.65 1 1 68.376 C 1 0.65 1 1 68.376 L2 51.58- 0.55 4.39 A 1 0.65 36 1 1 132.349 3.42 67.53 C 1.00 B 1 0.65 1 1 132.349 C 1 0.65 1 1 132.349 Sum Weight: 0.90 6.01 OTM 225.42 5.45 kip-ft, Tower Forces - No Ice - Wind 60 To Face Section Add Self F e CF q= DF DR AE F w Ctrl. Elevation Weight Weight a Face c psf ft K K e ft, K Plf L195.00- 0.36 1.62 A 1 0.65 42 1 1 68.376 2.03 46.75 C 51.58 B 1 0.65 1 1 68.376 C 1 0.65 1 1 68.376 L2 51.58- 0.55 4.39 A 1 0.65 36 1 1 132.349 3.42 67.53 C 1.00 B 1 0.65 1 1 132.349 C 1 0.65 1 1 132.349 Sum Weight: 1 0.901 6.01 1 1 1 1 OTM 1 225.421 5.45 tnxTower Report-version 6.1.4.1 October 03, 2014 94 Ft Monopole Tower Structural Analysis CCI BU No 826489 Project Number 146EFJ4400,Application 265182, Revision 1 Page 13 Section Add Self F e CF qz DF DR AE F W Ctrl. Elevation Weight Weight a Face c psf ft K K e ft K Pff kip-ft Tower Forces - No Ice - Wind 90 To Face Section Add Self F e CF q: DF DR AE F W Ctrl. Elevation Weight Weight a Face c psf ft K K e ft2 K Pff L195.00- 0.36 1.62 A 1 0.65 42 1 1 68.376 2.03 46.75 C 51.58 B 1 0.65 1 1 68.376 C 1 0.65 1 1 68.376 L2 51.58- 0.55 4.39 A 1 0.65 36 1 1 132.349 3.42 67.53 C 1.00 B 1 0.65 1 1 132.349 C 1 0.65 1 1 132.349 Sum Weight: 0.90 6.01 OTM 225.42 5.45 kip-ft Tower Forces - With Ice - Wind Normal To Face Section Add Self F e CF qz DF DR AE F W CO. Elevation Weight Weight a Face C psf ft K K e fe K Pff L195.00- 0.39 2.25 A 1 1.2 4 1 1 72.797 0.35 8.11 C 51.58 B 1 1.2 1 1 72.797 C 1 1.2 1 1 72.797 L2 51.58- 0.58 5.51 A 1 1.2 3 1 1 137.500 0.58 11.43 C 1.00 B 1 1.2 1 1 137.500 C 1 1.2 1 1 137.500 Sum Weight: 0.97 7.76 OTM 38.74 kip- 0.93 ft Tower Forces - With Ice - Wind 60 To Face Section Add Self F e CF q: DF DR AE F W Ctrl. Elevation Weight Weight a Face c psf ft K K e ft2 K Pff L195.00- 0.39 2.25 A 1 1.2 4 1 1 72.797 0.35 8.11 C 51.58 B 1 1.2 1 1 72.797 C 1 1.2 1 1 72.797 L2 51.58- 0.58 5.51 A 1 1.2 3 1 1 137.500 0.58 11.43 C 1.00 B 1 1.2 1 1 137.500 C 1 1.2 1 1 137.500 Sum Weight: 0.97 7.76 OTM 38.74 kip- 0.93 ft tnxTower Report-version 6.1.4.1 October 03, 2014 94 Ft Monopole Tower Structural Analysis CCI BU No 826489 Project Number 146EFJ4400, Application 265182, Revision 1 Page 14 Tower Forces - With Ice - Wind 90 To Face Section Add Self F e CF qz DF DR AE F w CO. Elevation Weight Weight a Face c psf It K K e ft K Pff L195.00- 0.39 2.25 A 1 1.2 4 1 1 72.797 0.35 8.11 C 51.58 B 1 1.2 1 1 72.797 C 1 1.2 1 1 72.797 L2 51.58- 0.58 5.51 A 1 1.2 3 1 1 137.500 0.58 11.43 C 1.00 B 1 1.2 1 1 137.500 C 1 1.2 1 1 137.500 Sum Weight: 0.97 7.76 OTM 38.74 kip- 0.93 ft Tower Forces - Service - Wind Normal To Face Section Add Self F e CF qz DF DR AE F w Chi. Elevation Weight Weight a Face c psf ft K K e ftz K Pff L195.00- 0.36 1.62 A 1 0.65 13 1 1 68.376 0.64 14.76 C 51.58 B 1 0.65 1 1 68.376 C 1 0.65 1 1 68.376 L2 51.58- 0.55 4.39 A 1 0.65 11 1 1 132.349 1.08 21.32 C 1.00 B 1 0.65 1 1 132.349 C 1 0.65 1 1 132.349 Sum Weight: 0.90 6.01 OTM 71.18 kip- 1.72 ft Tower Forces - Service - Wind 60 To Face Section Add Self F e CF qz DF DR AE F w CO. Elevation Weight Weight a Face c psf It K K e ft2 K Pff L195.00- 0.36 1.62 A 1 0.65 13 1 1 68.376 0.64 14.76 C 51.58 B 1 0.65 1 1 68.376 C 1 0.65 1 1 68.376 L2 51.58- 0.55 4.39 A 1 0.65 11 1 1 132.349 1.08 21.32 C 1.00 B 1 0.65 1 1 132.349 C 1 0.65 1 1 132.349 Sum Weight: 0.90 6.01 OTM 71.18 kip- 1.72 ft Tower Forces - Service - Wind 90 To Face Section Add Self F e CF q: DF DR AE F w CO. Elevation Weight Weight a Face c psf ft K K e ft, K Pff L195.00- 0.36 1.62 A 1 0.65 13 1 1 68.376 0.64 14.76 C 51.58 B 1 0.65 1 1 68.376 C 1 0.65 1 1 68.376 L2 51.58- 0.55 4.39 A 1 0.65 11 1 1 132.349 1.08 21.32 C tnxTower Report-version 6.1.4.1 October 03, 2014 94 Ft Monopole Tower Structural Analysis CCI BU No 826489 Project Number 146EFJ4400, Application 265182, Revision 1 Page 15 Section Add Self F e CF q= DF DR AE F w Ctrl. Elevation Weight Weight a Face c psf ft K K e ftz K Pff 1.00 B 1 0.65 1 1 132.349 C 1 0.65 1 1 132.349 Sum Weight: 0.90 6.01 OTM 71.18 kip- 1.72 ft Discrete Appurtenance Pressures - No Ice GH=1.1oo Description Aiming Weight Offse& Offset z KZ qz CAAc CAAc Azimuth Front Side ° K ft ft ft psf ft, ft2 'ighS�fntgirRod Wo-1� 4C280 00 0.0003 -0.4046 0.2027 97.9900 1.25958 4343 0.2025 0.28 5 IBX}HGt�2b/l w/ 0.00 00 0.0605 0.0000 -1.0606 92.9000 1.24. 44 4242 10.1010 3.3333 0U,"Wipe XX>b`Gt 5f65_Q2W wP 201900H 00 0.0005 0.9092 0.5953 92.9Q 00 1.24444 4242 10-1010 3.3333 TMZXXX-6516-R2M w/ 240.0000 0.05 -0.92 0.53 92.00 1.244 42 10.10 3.33 Mount Pipe E15S08P78 0.0000 0.05 0.00 -1.06 92.00 1.244 42 1.60 3.34 E15S08P78 120.0000 0.05 0.92 0.53 92.00 1.244 42 1.60 3.34 - E15S08P78 240.0000 0.05 -0.92 0.53 92.00 1.244 42 1.60 3.34 FRIA 0.0000 0.06 0.00 -1.06 92.00 1.244 42 0.98 1.11 A FRIA 120.0000 0.06 0.92 0.53 92.00 1.244 42 0.98 1.11 FRIA 240.0000 0.06 -0.92 0.53 92.00 1.244 42 0.98 1.11 FRIG 0.0000 0.06 0.00 -1.06 92.00 1.244 42 2.79 1.10 FRIG 120.0000 0.06 0.92 0.53 92.00 1.244 42 2.79 1.10 FRIG 240.0000 0.06 -0.92 0.53 92.00 1.244 42 2.79 1.10 RCMDC-4750-PF-48 0.0000 0.02 0.00 -1.06 92.00 1.244 42 4.33 2.56 FXFB 120.0000 0.06 0.92 0.53 92.00 1.244 42 3.85 1.07 FXFB 240.0000 0.06 -0.92 0.53 92.00 1.244 42 3.85 1.07 ETW20OVS12UB 0.0000 0.01 0.00 -1.06 92.00 1.244 42 0.18 0.47 ETW20OVS12UB 120.0000 0.01 0.92 0.53 92.00 1.244 42 0.18 0.47 ETW20OVS12UB 240.0000 0.01 -0.92 0.53 92.00 1.244 42 0.18 0.47 Pipe Mount[PM 501-3] 0.0000 0.16 0.00 0.00 92.00 1.244 42 5.78 5.78 QS6658-2 w/Mount 0.0000 0.10 0.00 -4.74 76.00 1.195 42 8.70 8.18 Pipe QS6658-2 w/Mount 120.0000 0.10 4.11 2.37 76.00 1.195 42 8.70 8.18 Pipe QS6658-2 w/Mount 240.0000 0.10 -4.11 2.37 76.00 1.195 42 8.70 8.18 Pipe AWC-TTMA-70OC-VG 0.0000 0.03 0.00 -4.74 76.00 1.195 42 0.59 0.78 AWC-TTMA-70OC-VG 120.0000 0.03 4.11 2.37 76.00 1.195 42 0.59 0.78 AWC-TTMA-70OC-VG 240.0000 0.03 -4.11 2.37 76.00 1.195 42 0.59 0.78 RRUS 12 W/S0LAR 0.0000 0.12 0.00 -4.74 76.00 1.195 42 7.33 2.92 SHIELD RRUS 12 W/SOLAR 120.0000 0.12 4.11 2.37 76.00 1.195 42 7.33 2.92 SHIELD RRUS 12 W/SOLAR 240.0000 0.12 -4.11 2.37 76.00 1.195 42 7.33 2.92 SHIELD RCMDC-3315-PF-48 240.0000 0.02 -4.11 2.37 76.00 1.195 42 4.33 2.56 Platform Mount[LP 0.0000 1.25 0.00 0.00 76.00 1.195 42 14.66 14.66 303-1] STARBEAM-3 0.0000 0.34 0.00 -1.31 70.00 1.174 42 24.61 4.92 10'horizontal x 2" 0.0000 0.10 0.00 0.00 70.00 1.174 42 1.33 1.33 Pipe Mount STARBEAM-4 0.0000 0.27 0.00 -1.37 65.00 1.156 41 5.14 21.91 10'horizontal x 2" 0.0000 0.10 0.00 0.00 65.00 1.156 41 1.33 1.33 Pipe Mount STARBEAM-4 0.0000 0.27 0.00 -1.42 60.00 1.137 41 5.14 21.91 10'horizontal x 2" 0.0000 0.10 0.00 0.00 60.00 1.137 41 1.33 1.33 Pipe Mount STARBEAM-4 0.0000 0.27 0.00 -1.48 55.00 1.116 41 5.14 21.91 10'horizontal x 2" 0.0000 0.10 0.00 0.00 55.00 1.116 41 1.33 1.33 ,• Pipe Mount tnxTower Report-version 6.1.4.1 October 03, 2014 94 Ft Monopole Tower Structural Analysis CCI BU No 826489 Project Number 146EFJ4400, Application 265182, Revision 1 Page 16 Description Aiming Weight Offset, Offset= z KZ qz CAAc CAAc Azimuth Front Side K ft ft ft psf ft2 ft2 STARBEAM-3 0.0000 0.34 0.00 -1.52 50.00 1.094 40 24.61 4.92 10'horizontal x 2" 0.0000 0.10 0.00 0.00 50.00 1.094 40 1.33 1.33 Pipe Mount Sum 5.03 Wei ht: Discrete Appurtenance Pressures - With Ice GH= 1.100 Description Aiming Weight Offset, Offset, z KZ qz CAAc CAAc G Azimuth Front Side ° K ft ft ft psf ft2 ft2 in Lightning Rod 240.0000 0.04 -0.46 0.27 97.00 1.258 4 0.74 0.74 0.6289 TMZXXX-6516-R2M w/ 0.0000 0.13 0.00 -1.06 92.00 1.244 4 10.77 4.17 0.6269 Mount Pipe TMZXXX-6516-R2M w/ 120.0000 0.13 0.92 0.53 92.00 1.244 4 10.77 4.17 0.6269 Mount Pipe TMZXXX-6516-R2M w/ 240.0000 0.13 -0.92 0.53 92.00 1.244 4 10.77 4.17 0.6269 Mount Pipe E15S08P78 0.0000 0.09 0.00 -1.06 92.00 1.244 4 2.16 4.05 0.6269 E15S08P78 120.0000 0.09 0.92 0.53 92.00 1.244 4 2.16 4.05 0.6269 E15S08P78 240.0000 0.09 -0.92 0.53 92.00 1.244 4 2.16 4.05 0.6269 FRIA 0.0000 0.08 0.00 -1.06 92.00 1.244 4 1.18 1.34 0.6269 FRIA 120.0000 0.08 0.92 0.53 92.00 1.244 4 1.18 1.34 0.6269 FRIA 240.0000 0.08 -0.92 0.53 92.00 1.244 4 1.18 1.34 0.6269 FRIG 0.0000 0.08 0.00 -1.06 92.00 1.244 4 3.08 1.31 0.6269 FRIG 120.0000 0.08 0.92 0.53 92.00 1.244 4 3.08 1.31 0.6269 FRIG 240.0000 0.08 -0.92 0.53 92.00 1.244 4 3.08 1.31 0.6269 RCMDC-4750-PF-48 0.0000 0.06 0.00 -1.06 92.00 1.244 4 4.68 2.86 0.6269 FXFB 120.0000 0.08 0.92 0.53 92.00 1.244 4 4.18 1.30 0.6269 FXFB 240.0000 0.08 -0.92 0.53 92.00 1.244 4 4.18 1.30 0.6269 ETW20OVS12UB 0.0000 0.02 0.00 -1.06 92.00 1.244 4 0.27 0.59 0.6269 ETW20OVS12UB 120.0000 0.02 0.92 0.53 92.00 1.244 4 0.27 0.59 0.6269 ETW20OVS12UB 240.0000 0.02 -0.92 0.53 92.00 1.244 4 0.27 0.59 0.6269 Pipe Mount[PM 501-31 0.0000 0.18 0.00 0.00 92.00 1.244 4 7.77 7.77 0.6269 QS6658-2 w/Mount 0.0000 0.20 0.00 -4.74 76.00 1.195 4 9.50 9.59 0.6150 Pipe QS6658-2 w/Mount 120.0000 0.20 4.11 2.37 76.00 1.195 4 9.50 9.59 0.6150 Pipe QS6658-2 w/Mount 240.0000 0.20 -4.11 2.37 76.00 1.195 4 9.50 9.59 0.6150 Pipe AWC-TTMA-70OC-VG 0.0000 0.04 0.00 -4.74 76.00 1.195 4 0.72 0.93 0.6150 AWC-TTMA-70OC-VG 120.0000 0.04 4.11 2.37 76.00 1.195 4 0.72 0.93 0.6150 AWC-TTMA-70OC-VG 240.0000 0.04 -4.11 2.37 76.00 1.195 4 0.72 0.93 0.6150 RRUS 12 VV/SOLAR 0.0000 0.17 0.00 -4.74 76.00 1.195 4 7.97 3.38 0.6150 SHIELD RRUS 12 W/SOLAR 120.0000 0.17 4.11 2.37 76.00 1.195 4 7.97 3.38 0.6150 SHIELD RRUS 12 W/SOLAR 240.0000 0.17 -4.11 2.37 76.00 1.195 4 7.97 3.38 0.6150 SHIELD RCMDC-3315-PF-48 240.0000 0.06 -4.11 2.37 76.00 1.195 4 4.68 2.85 0.6150 Platform Mount[LP 0.0000 1.53 0.00 0.00 76.00 1.195 4 19.84 19.84 0.6150 303-1] STARBEAM-3 0.0000 0.56 0.00 -1.31 70.00 1.174 4 25.68 5.28 0.6100 10'horizontal x 2" 0.0000 0.57 0.00 0.00 70.00 1.174 4 2.17 2.17 0.6100 Pipe Mount STARBEAM-4 0.0000 0.47 0.00 -1.37 65.00 1.156 4 5.51 22.87 0.6055 10'horizontal x 2" 0.0000 0.57 0.00 0.00 65.00 1.156 4 2.16 2.16 0.6055 Pipe Mount STARBEAM-4 0.0000 0.47 0.00 -1.42 60.00 1.137 4 5.51 22.86 0.6006 10'horizontal x 2" 0.0000 0.56 0.00 0.00 60.00 1.137 4 2.16 2.16 0.6006 Pipe Mount STARBEAM-4 0.0000 0.47 0.00 -1.48 55.00 1.116 4 5.50 22.85 0.5954 10'horizontal x 2" 0.0000 0.56 0.00 0.00 55.00 1.116 4 2.15 2.15 0.5954 Pipe Mount STARBEAM-3 0.0000 0.56 0.00 -1.52 50.00 1.094 4 25.68 5.28 0.6090 10'horizontal x 2" 0.0000 0.57 0.00 0.00 50.00 1.094 4 2.17 2.17 0.6090 tnxTower Report-version 6.1.4.1 October 03, 2014 94 Ft Monopole Tower Structural Analysis CCI BU No 826489 Project Number 146EFJ4400,Application 265182, Revision 1 Page 17 Description Aiming Weight Offset, Offset, z KZ qz CAAc CAAc t= Azimuth Front Side ° K ft ft ft pst' ft2 ftz in Pipe Mount Sum 9.82 Weight: Discrete Appurtenance Pressures - Service c„=1.100 Description Aiming Weight Offset, Offset, z Kz q, CAAc CAAc Azimuth Front Side ° K ft ft ft psf ftz ft, Lightning Rod 240.0000 0.03 -0.46 0.27 97.00 1.258 13 0.25 0.25 TMZXXX-6516-R2M w/ 0.0000 0.05 0.00 -1.06 92.00 1.244 13 10.10 3.33 Mount Pipe TMZXXX-6516-R2M w/ 120.0000 0.05 0.92 0.53 92.00 1.244 13 10.10 3.33 Mount Pipe TMZXXX-6516-R2M w/ 240.0000 0.05 -0.92 0.53 92.00 1.244 13 10.10 3.33 Mount Pipe E15S08P78 0.0000 0.05 0.00 -1.06 92.00 1.244 13 1.60 3.34 E15S08P78 120.0000 0.05 0.92 0.53 92.00 1.244 13 1.60 3.34 E15308P78 240.0000 0.05 -0.92 0.53 92.00 1.244 13 1.60 3.34 FRIA 0.0000 0.06 0.00 -1.06 92.00 1.244 13 0.98 1.11 FRIA 120.0000 0.06 0.92 0.53 92.00 1.244 13 0.98 1.11 FRIA 240.0000 0.06 -0.92 0.53 92.00 1.244 13 0.98 1.11 FRIG 0.0000 0.06 0.00 -1.06 92.00 1.244 13 2.79 1.10 FRIG 120.0000 0.06 0.92 0.53 92.00 1.244 13 2.79 1.10 FRIG 240.0000 0.06 -0.92 0.53 92.00 1.244 13 2.79 1.10 RCMDC-4750-PF-48 0.0000 0.02 0.00 -1.06 92.00 1.244 13 4.33 2.56 FXFB 120.0000 0.06 0.92 0.53 92.00 1.244 13 3.85 1.07 FXFB 240.0000 0.06 -0.92 0.53 92.00 1.244 13 3.85 1.07 ETW20OVS12UB 0.0000 0.01 0.00 -1.06 92.00 1.244 13 0.18 0.47 ET V20OVS12UB 120.0000 0.01 0.92 0.53 92.00 1.244 13 0.18 0.47 ETW20OVS12UB 240.0000 0.01 -0.92 0.53 92.00 1.244 13 0.18 0.47 Pipe Mount[PM 501-3] 0.0000 0.16 0.00 0.00 92.00 1.244 13 5.78 5.78 QS6658-2 w/Mount 0.0000 0.10 0.00 -4.74 76.00 1.195 13 8.70 8.18 Pipe QS6658-2 w/Mount 120.0000 0.10 4.11 2.37 76.00 1.195 13 8.70 8.18 Pipe QS6658-2 w/Mount 240.0000 0.10 -4.11 2.37 76.00 1.195 13 8.70 8.18 Pipe AWC-TTMA-70OC-VG 0.0000 0.03 0.00 -4.74 76.00 1.195 13 0.59 0.78 AWC-TTMA-70OC-VG 120.0000 0.03 4.11 2.37 76.00 1.195 13 0.59 0.78 AWC-TTMA-70OC-VG 240.0000 0.03 -4.11 2.37 76.00 1.195 13 0.59 0.78 RRUS 12 W/SOLAR 0.0000 0.12 0.00 -4.74 76.00 1.195 13 7.33 2.92 SHIELD RRUS 12 W/SOLAR 120.0000 0.12 4.11 2.37 76.00 1.195 13 7.33 2.92 SHIELD RRUS 12 W/SOLAR 240.0000 0.12 -4.11 2.37 76.00 1.195 13 7.33 2.92 SHIELD RCMDC-3315-PF-48 240.0000 0.02 -4.11 2.37 76.00 1.195 13 4.33 2.56 Platform Mount[LP 0.0000 1.25 0.00 0.00 76.00 1.195 13 14.66 14.66 303-1] STARBEAM-3 0.0000 0.34 0.00 -1.31 70.00 1.174 13 24.61 4.92 10'horizontal x 2" 0.0000 0.10 0.00 0.00 70.00 1.174 13 1.33 1.33 Pipe Mount STARBEAM-4 0.0000 0.27 0.00 -1.37 65.00 1.156 13 5.14 21.91 10'horizontal x 2" 0.0000 0.10 0.00 0.00 65.00 1.156 13 1.33 1.33 Pipe Mount STARBEAM-4 0.0000 0.27 0.00 -1.42 60.00 1.137 13 5.14 21.91 10'horizontal x 2" 0.0000 0.10 0.00 0.00 60.00 1.137 13 1.33 1.33 Pipe Mount STARBEAM-4 0.0000 0.27 0.00 -1.48 55.00 1.116 13 5.14 21.91 10'horizontal x2" 0.0000 0.10 0.00 0.00 55.00 1.116 13 1.33 1.33 Pipe Mount STARBEAM-3 0.0000 0.34 0.00 -1.52 50.00 1.094 13 24.61 4.92 10'horizontal x 2" 0.0000 0.10 0.00 0.00 50.00 1.094 13 1.33 1.33 Pipe Mount Sum 5.03 tnxTower Report-version 6.1.4.1 October 03, 2014 94 Ft Monopole Tower Structural Analysis CCI BU No 826489 Project Number 146EFJ4400,Application 265182, Revision 1 Page 18 Description Aiming Weight Offset, Offset, zK, qz CAAc CAAc Azimuth Front Side K ft ft ft sf fe fe Weight: Force Totals Load Vertical Sum of Sum of Sum of Sum of Sum of Case Forces Forces Forces Overturning Overturning Torques X Z Moments,M„ Moments,M. K K K kip-ft kip-ft ki -ft Leg Weight 6.01 Bracing Weight 0.00 Total Member Self-Weight 6.01 -2.00 0.10 Total Weight 11.94 ` -2.00 0.10 Wind 0 deg-No Ice 0.03 -12.61 -758.34 -2.02 -0.39 Wind 30 deg-No Ice 6.57 -10.94 -658.07 -394.68 -2.20 Wind 60 deg-No Ice 11.35 -6.33 -382.00 -681.56 -3.41 Wind 90 deg-No Ice 13.09 -0.03 -4.11 -785.79 -3.72 Wind 120 deg-No Ice 11.32 6.28 374.34 -679.44 -3.02 Wind 150 deg-No Ice 6.52 10.91 651.96 -391.02 -1.52 Wind 180 deg-No Ice -0.03 12.61 754.34 2.21 0.39 Wind 210 deg-No Ice -6.57 10.94 654.07 394.87 2.20 Wind 240 deg-No Ice -11.35 6.33 378.00 681.75 3.41 Wind 270 deg-No Ice -13.09 0.03 0.12 785.98 3.72 Wind 300 deg-No Ice -11.32 -6.28 -378.34 679.64 3.02 Wind 330 deg-No Ice -6.52 -10.91 -655.95 391.21 1.52 Member Ice 1.75 Total Weight Ice 18.55 -3.34 0.26 Wind 0 deg-Ice 0.00 -1.66 -96.68 0.07 -0.04 Wind 30 deg-Ice 0.86 -1.44 -84.27 -47.92 -0.20 Wind 60 deg-Ice 1.48 -0.83 -50.17 -83.00 -0.32 Wind 90 deg-Ice 1.71 -0.00 -3.53 -95.77 -0.34 Wind 120 deg-Ice 1.48 0.83 43.17 -82.81 -0.28 Wind 150 deg-Ice 0.85 1.44 77.40 -47.59 -0.14 Wind 180 deg-Ice -0.00 1.66 90.00 0.45 0.04 Wind 210 deg-Ice -0.86 1.44 77.59 48.44 0.20 Wind 240 deg-Ice -1.48 0.83 43.50 83.52 0.32 Wind 270 deg-Ice -1.71 0.00 -3.14 96.29 0.34 Wind 300 deg-Ice -1.48 -0.83 -49.84 83.33 0.28 Wind 330 deg-Ice -0.85 -1.44 -84.08 48.11 0.14 Total Weight 11.94 -2.00 0.10 Wind 0 deg-Service 0.01 -3.98 -240.84 -0.57 -0.12 Wind 30 deg-Service 2.07 -3.45 -209.18 -124.56 -0.69 Wind 60 deg-Service 3.58 -2.00 -122.01 -215.14 -1.08 Wind 90 deg-Service 4.13 -0.01 -2.69 -248.05 -1.17 Wind 120 deg-Service 3.57 1.98 116.81 -214.47 -0.95 Wind 150 deg-Service 2.06 3.44 204.47 -123.40 -0.48 Wind 180 deg-Service -0.01 3.98 236.80 0.76 0.12 Wind 210 deg-Service -2.07 3.45 205.14 124.75 0.69 Wind 240 deg-Service -3.58 2.00 117.97 215.33 1.08 Wind 270 deg-Service -4.13 0.01 -1.35 248.25 1.17 Wind 300 deg-Service -3.57 -1.98 -120.85 214.67 0.95 Wind 330 de -Service -2.06 -3.44 -208.51 123.59 0.48 Load Combinations Comb. Description No. 1 Dead Only 2 1.2 Dead+1.6 Wind 0 deg-No Ice 3 0.9 Dead+1.6 Wind 0 deg-No Ice 4 1.2 Dead+1.6 Wind 30 deg-No Ice 5 0.9 Dead+1.6 Wind 30 deg-No Ice tnxTower Report-version 6.1.4.1 October 03, 2014 94 Ft Monopole Tower Structural Analysis CCI BU No 826489 Project Number 146EFJ4400,Application 265182, Revision 1 Page 19 Comb. Description No. 6 1.2 Dead+1.6 Wind 60 deg-No Ice 7 0.9 Dead+1.6 Wind 60 deg-No Ice 8 1.2 Dead+1.6 Wind 90 deg-No Ice 9 0.9 Dead+1.6 Wind 90 deg-No Ice 10 1.2 Dead+1.6 Wind 120 deg-No Ice 11 0.9 Dead+1.6 Wind 120 deg-No Ice 12 1.2 Dead+1.6 Wind 150 deg-No Ice 13 0.9 Dead+1.6 Wind 150 deg-No Ice 14 1.2 Dead+1.6 Wind 180 deg-No Ice 15 0.9 Dead+1.6 Wind 180 deg-No Ice 16 1.2 Dead+1.6 Wind 210 deg-No Ice 17 0.9 Dead+1.6 Wind 210 deg-No Ice 18 1.2 Dead+1.6 Wind 240 deg-No Ice 19 0.9 Dead+1.6 Wind 240 deg-No Ice 20 1.2 Dead+1.6 Wind 270 deg-No Ice 21 0.9 Dead+1.6 Wind 270 deg-No Ice 22 1.2 Dead+1.6 Wind 300 deg-No Ice 23 0.9 Dead+1.6 Wind 300 deg-No Ice 24 1.2 Dead+1.6 Wind 330 deg-No Ice 25 0.9 Dead+1.6 Wind 330 deg-No Ice 26 1.2 Dead+1.0 Ice+1.0 Temp 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 31 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 39 Dead+Wind 0 deg-Service 40 Dead+Wind 30 deg-Service 41 Dead+Wind 60 deg-Service 42 Dead+Wind 90 deg-Service 43 Dead+Wind 120 deg-Service 44 Dead+Wind 150 deg-Service 45 Dead+Wind 180 deg-Service 46 Dead+Wind 210 deg-Service 47 Dead+Wind 240 deg-Service 48 Dead+Wind 270 deg-Service 49 Dead+Wind 300 deg-Service 50 Dead+Wind 330 deg-Service Maximum Member Forces Sectio Elevation Component Condition Gov. Axial Major Axis Minor Axis n ft Type Load Moment Moment No. Comb. K kip-ft kip-ft L1 95-51.58 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -12.38 0.29 2.93 Max.Mx 20 -6.59 307.30 0.68 Max.My 2 -6.75 -0.89 307.32 Max.Vy 20 -15.30 307.30 0.68 Max.Vx 2 -13.42 -0.89 307.32 Max.Torque 9 5.50 L2 51.58-1 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -21.01 0.29 3.89 Max.Mx 20 -14.29 1287.60 -1.00 Max.My 2 -14.29 -3.35 1241.75 Max.Vy 20 -20.96 1287.60 -1.00 Max.Vx 2 -20.20 -3.35 1241.75 Max.Torque 9 5.90 tnxTower Report-version 6.1.4.1 October 03, 2014 94 Ft Monopole Tower Structural Analysis CCI BU No 826489 Project Number 146EFJ4400,Application 265182, Revision 1 Page 20 Maximum Reactions Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load K K K Comb. Pole Max.Vert 26 21.01 -0.00 -0.00 Max. H. 21 10.74 20.94 -0.05 Max.H, 3 10.74 -0.05 20.18 Max.M. 2 1241.75 -0.05 20.18 Max.M, 8 1287.36 -20.94 0.05 Max.Torsion 9 5.88 -20.94 0.05 Min.Vert 3 10.74 -0.05 20.18 Min. H. 9 10.74 -20.94 0.05 Min. H. 15 10.74 0.05 -20.18 Min. M. 14 -1236.80 0.05 -20.18 Min. M. 20 -1287.60 20.94 -0.05 Min.Torsion 21 -5.88 20.94 -0.05 Tower Mast Reaction Summar Load Vertical Shear, Shear, Overturning Overtuming Torque Combination Moment, M. Moment,M. K K K kip-ft kip-ft kip-ft Dead Only 11.94 0.00 0.00 -2.02 0.10 -0.00 1.2 Dead+1.6 Wind 0 deg- 14.32 0.05 -20.18 -1241.75 -3.35 -0.63 No Ice 0.9 Dead+1.6 Wind 0 deg- 10.74 0.05 -20.18 -1233.24 -3.36 -0.63 No Ice 1.2 Dead+1.6 Wind 30 deg- 14.32 10.51 -17.50 -1077.48 -646.68 -3.50 No Ice 0.9 Dead+1.6 Wind 30 deg- 10.74 10.51 -17.50 -1069.99 -642.61 -3.50 No Ice 1.2 Dead+1.6 Wind 60 deg- 14.32 18.15 -10.13 -625.09 -1116.64 -5.42 No Ice 0.9 Dead+1.6 Wind 60 deg- 10.74 18.15 -10.13 -620.49 -1109.59 -5.42 No Ice 1.2 Dead+1.6 Wind 90 deg- 14.32 20.94 -0.05 -5.93 -1287.36 -5.87 No Ice 0.9 Dead+1.6 Wind 90 deg- 10.74 20.94 -0.05 -5.27 -1279.24 -5.88 No Ice 1.2 Dead+1.6 Wind 120 deg 14.32 18.11 10.05 614.16 -1113.18 -4.76 -No Ice 0.9 Dead+1.6 Wind 120 deg 10.74 18.11 10.05 610.87 -1106.16 -4.76 -No Ice 1.2 Dead+1.6 Wind 150 deg 14.32 10.43 17.46 1069.08 -040.67 -2.38 -No Ice 0.9 Dead+1.6 Wind 150 deg 10.74 10.43 17.46 1062.89 -636.64 -2.38 -No Ice 1.2 Dead+1.6 Wind 180 deg 14.32 -0.05 20.18 1236.80 3.59 0.63 -No Ice 0.9 Dead+1.6 Wind 180 deg 10.74 -0.05 20.18 1229.56 3.53 0.63 -No Ice 1.2 Dead+1.6 Wind 210 deg 14.32 -10.51 17.50 1072.53 646.90 3.47 -No Ice 0.9 Dead+1.6 Wind 210 deg 10.74 -10.51 17.50 1066.32 642.77 3.47 -No Ice 1.2 Dead+1.6 Wind 240 deg 14.32 -18.15 10.13 620.17 1116.87 5.39 -No Ice 0.9 Dead+1.6 Wind 240 deg 10.74 -18.15 10.13 616.83 1109.76 5.39 -No Ice 1.2 Dead+1.6 Wind 270 deg 14.32 -20.94 0.05 1.01 1287.60 5.87 -No Ice 0.9 Dead+1.6 Wind 270 deg 10.74 -20.94 0.05 1.62 1279.42 5.88 -No Ice 1.2 Dead+1.6 Wind 300 deg 14.32 -18.11 -10.05 -619.10 1113.43 4.79 -No Ice tnxTower Report-version 6.1.4.1 October 03, 2014 94 Ft Monopole Tower Structural Analysis CCI BU No 826489 Project Number 146EFJ4400, Application 265182, Revision 1 Page 21 Load Vertical Shears Shear, Overturning Overturning Torque Combination Moment,M. Moment, M, K K K kip-ft kip-ft kip-ft 0.9 Dead+1.6 Wind 300 deg 10.74 -18.11 -10.05 -614.54 1106.34 4.79 -No Ice 1.2 Dead+1.6 Wind 330 deg 14.32 -10.43 -17.46 -1074.03 640.92 2.41 -No Ice 0.9 Dead+1.6 Wind 330 deg 10.74 -10.43 -17.46 -1066.57 636.82 2.41 -No Ice 1.2 Dead+1.0 Ice+1.0 Temp 21.01 0.00 0.00 -3.89 0.29 -0.00 1.2 Dead+1.0 Wind 0 21.01 0.00 -1.66 -100.92 0.10 -0.04 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 30 21.01 0.86 -1.44 -88.03 -49.73 -0.21 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 60 21.01 1.48 -0.83 -52.62 -86.16 -0.31 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 90 21.01 1.71 -0.00 -4.18 -99.42 -0.34 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 120 21.01 1.48 0.83 44.29 -85.91 -0.27 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 150 21.01 0.85 1.44 79.83 -49.36 -0.13 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 180 21.01 -0.00 1.66 92.91 0.50 0.04 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 210 21.01 -0.86 1.44 80.03 50.31 0.20 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 240 21.01 -1.48 0.83 44.64 86.72 0.31 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 270 21.01 -1.71 0.00 -3.78 100.03 0.34 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 300 21.01 -1.48 -0.83 -52.28 86.57 0.27 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 330 21.01 -0.85 -1.44 -87.83 49.99 0.13 deg+1.0 Ice+1.0 Temp Dead+Wind 0 deg-Service 11.94 0.01 -3.98 -245.91 -0.58 -0.13 Dead+Wind 30 deg-Service 11.94 2.07 -3.45 -213.58 -127.16 -0.69 Dead+Wind 60 deg-Service 11.94 3.58 -2.00 -124.58 -219.64 -1.08 Dead+Wind 90 deg-Service 11.94 4.13 -0.01 -2.75 -253.24 -1.17 Dead+Wind 120 deg- 11.94 3.57 1.98 119.26 -218.96 -0.95 Service Dead+Wind 150 deg- 11.94 2.06 3.44 208.77 -125.98 -0.48 Service Dead+Wind 180 deg- 11.94 -0.01 3.98 241.77 0.78 0.13 Service Dead+Wind 210 deg- 11.94 -2.07 3.45 209.45 127.36 0.69 Service Dead+Wind 240 deg- 11.94 -3.58 2.00 120.45 219.84 1.08 Service Dead+Wind 270 deg- 11.94 -4.13 0.01 -1.38 253.44 1.17 Service Dead+Wind 300 deg- 11.94 -3.57 -1.98 -123.39 219.16 0.95 Service Dead+Wind 330 deg- 11.94 -2.06 -3.44 -212.90 126.18 0.48 Service Solution Summary Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. K K K K K K 1 0.00 -11.94 0.00 -0.00 11.94 -0.00 0.004% 2 0.05 -14.32 -20.18 -0.05 14.32 20.18 0.004% 3 0.05 -10.74 -20.18 -0.05 10.74 20.18 0.003% 4 10.51 -14.32 -17.50 -10.51 14.32 17.50 0.000% 5 10.51 -10.74 -17.50 -10.51 10.74 17.50 0.000% 6 18.15 -14.32 -10.13 -18.15 14.32 10.13 0.000% 7 18.15 -10.74 -10.13 -18.15 10.74 10.13 0.000% 8 20.94 -14.32 -0.05 -20.94 14.32 0.05 0.001% 9 20.94 -10.74 -0.05 -20.94 10.74 0.05 0.001% tnxTower Report-version 6.1.4.1 October 03, 2014 94 Ft Monopole Tower Structural Analysis CCI BU No 826489 Project Number 146EFJ4400,Application 265182, Revision 1 Page 22 Sum of Applied Forces Sum of Reactions Load PX Py PZ PX Py PZ %Error Comb. K K K K K K 10 18.11 -14.32 10.05 -18.11 14.32 -10.05 0.000% 11 18.11 -10.74 10.05 -18.11 10.74 -10.05 0.000% 12 10.43 -14.32 17.46 -10.43 14.32 -17.46 0.000% 13 10.43 -10.74 17.46 -10.43 10.74 -17.46 0.000% 14 -0.05 -14.32 20.18 0.05 14.32 -20.18 0.004% 15 -0.05 -10.74 20.18 0.05 10.74 -20.18 0.003% 16 -10.51 -14.32 17.50 10.51 14.32 -17.50 0.000% 17 -10.51 -10.74 17.50 10.51 10.74 -17.50 0.000% 18 -18.15 -14.32 10.13 18.15 14.32 -10.13 0.000% 19 -18.15 -10.74 10.13 18.15 10.74 -10.13 0.000% 20 -20.94 -14.32 0.05 20.94 14.32 -0.05 0.001% 21 -20.94 -10.74 0.05 20.94 10.74 -0.05 0.001% 22 -18.11 -14.32 -10.05 18.11 14.32 10.05 0.000% 23 -18.11 -10.74 -10.05 18.11 10.74 10.05 0.000% 24 -10.43 -14.32 -17.46 10.43 14.32 17.46 0.000% 25 -10.43 -10.74 -17.46 10.43 10.74 17.46 0.000% 26 0.00 -21.01 0.00 -0.00 21.01 -0.00 0.004% 27 0.00 -21.01 -1.66 -0.00 21.01 1.66 0.002% 28 0.86 -21.01 -1.44 -0.86 21.01 1.44 0.002% 29 1.48 -21.01 -0.83 -1.48 21.01 0.83 0.002% 30 1.71 -21.01 -0.00 -1.71 21.01 0.00 0.002% 31 1.48 -21.01 0.83 -1.48 21.01 -0.83 0.004% 32 0.85 -21.01 1.44 -0.85 21.01 -1.44 0.004% 33 -0.00 -21.01 1.66 0.00 21.01 -1.66 0.004% 34 -0.86 -21.01 1.44 0.86 21.01 -1.44 0.004% 35 -1.48 -21.01 0.83 1.48 21.01 -0.83 0.004% 36 -1.71 -21.01 0.00 1.71 21.01 -0.00 0.002% 37 -1.48 -21.01 -0.83 1.48 21.01 0.83 0.002% 38 -0.85 -21.01 -1.44 0.85 21.01 1.44 0.002% 39 0.01 -11.94 -3.98 -0.01 11.94 3.98 0.004% 40 2.07 -11.94 -3.45 -2.07 11.94 3.45 0.004% 41 3.58 -11.94 -2.00 -3.58 11.94 2.00 0.004% 42 4.13 -11.94 -0.01 -4.13 11.94 0.01 0.004% 43 3.57 -11.94 1.98 -3.57 11.94 -1.98 0.004% 44 2.06 -11.94 3.44 -2.06 11.94 -3.44 0.004% 45 -0.01 -11.94 3.98 0.01 11.94 -3.98 0.004% 46 -2.07 -11.94 3.45 2.07 11.94 -3.45 0.004% 47 -3.58 -11.94 2.00 3.58 11.94 -2.00 0.004% 48 -4.13 -11.94 0.01 4.13 11.94 -0.01 0.004% 49 -3.57 -11.94 -1.98 3.57 11.94 1.98 0.004% 50 -2.06 -11.94 -3.44 2.06 11.94 3.44 0.004% Non-Linear Convergence Results Load Converged? Number Displacement Force Combination of Cycles Tolerance Tolerance 1 Yes 6 0.00000001 0.00002833 2 Yes 12 0.00000001 0.00010369 3 Yes 12 0.00000001 0.00007841 4 Yes 14 0.00000001 0.00009247 5 Yes 14 0.00000001 0.00006593 6 Yes 14 0.00000001 0.00012255 7 Yes 14 0.00000001 0.00008811 8 Yes 13 0.00000001 0.00010743 9 Yes 13 0.00000001 0.00007963 10 Yes 14 0.00000001 0.00008680 11 Yes 14 0.00000001 0.00006208 12 Yes 14 0.00000001 0.00010564 13 Yes 14 0.00000001 0.00007599 14 Yes 12 0.00000001 0.00010754 15 Yes 12 0.00000001 0.00008141 16 Yes 14 0.00000001 0.00011305 17 Yes 14 0.00000001 0.00008142 18 Yes 14 0.00000001 0.00008705 19 Yes 14 0.00000001 0.00006227 tnxTower Report-version 6.1.4.1 October 03, 2014 94 Ft Monopole Tower Structural Analysis CCI BU No 826489 Project Number 146EFJ4400, Application 265182, Revision 1 Page 23 20 Yes 13 0.00000001 0.00010339 21 Yes 13 0.00000001 0.00007665 22 Yes 14 0.00000001 0.00011740 23 Yes 14 0.00000001 0.00008433 24 Yes 14 0.00000001 0.00009441 25 Yes 14 0.00000001 0.00006732 26 Yes 7 0.00000001 0.00004292 27 Yes 11 0.00000001 0.00001577 28 Yes 11 0.00000001 0.00001680 29 Yes 11 0.00000001 0.00001767 30 Yes 11 0.00000001 0.00001610 31 Yes 10 0.00000001 0.00003693 32 Yes 10 0.00000001 0.00003530 33 Yes 10 0.00000001 0.00003447 34 Yes 10 0.00000001 0.00003631 35 Yes 10 0.00000001 0.00003791 36 Yes 11 0.00000001 0.00001632 37 Yes 11 0.00000001 0.00001749 38 Yes 11 0.00000001 0.00001671 39 Yes 11 0.00000001 0.00009743 40 Yes 11 0.00000001 0.00008418 41 Yes 11 0.00000001 0.00010137 42 Yes 11 0.00000001 0.00010871 43 Yes 11 0.00000001 0.00008595 44 Yes 11 0.00000001 0.00008595 45 Yes 11 0.00000001 0.00009469 46 Yes 11 0.00000001 0.00009079 47 Yes 11 0.00000001 0.00008804 48 Yes 11 0.00000001 0.00010875 49 Yes 11 0.00000001 0.00009752 50 Yes 11 0.00000001 0.00008295 Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° L1 95-51.58 13.267 48 1.1857 0.0117 L2 54.7467-1 4.445 48 0.7816 0.0088 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft 95.00 Lightning Rod 48 13.267 1.1857 0.0117 22148 92.00 TMZXXX-6516-R2M w/Mount 48 12.523 1.1585 0.0115 22148 Pipe 76.00 OS6658-2 w/Mount Pipe 48 8.672 1.0092 0.0106 5828 70.00 STARBEAM-3 48 7.340 0.9495 0.0102 4429 65.00 STARBEAM-4 48 6.303 0.8974 0.0098 3690 60.00 STARBEAM-4 48 5.347 0.8425 0.0094 3163 55.00 STARBEAM-4 48 4.486 0.7846 0.0088 2857 50.00 STARBEAM-3 48 3.730 0.7232 0.0083 3016 Maximum Tower Deflections - Design Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. o ° tnxTower Report-version 6.1.4.1 October 03, 2014 94 Ft Monopole Tower Structural Analysis CCI BU No 826489 Project Number 146EFJ4400,Application 265182, Revision 1 Page 24 Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° L1 95-51.58 67.328 20 6.0208 0.0590 L2 54.7467-1 22.582 20 3.9718 0.0444 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft 95.00 Lightning Rod 20 67.328 6.0208 0.0590 4449 92.00 TMZXXX-6516-R2M w/Mount 20 63.551 5.8828 0.0580 4449 Pipe 76.00 QS6658-2 w/Mount Pipe 20 44.021 5.1264 0.0534 1168 70.00 STARBEAM-3 20 37.264 4.8239 0.0513 886 65.00 STARBEAM-4 20 32.005 4.5594 0.0493 737 60.00 STARBEAM-4 20 27.157 4.2813 0.0471 631 55.00 STARBEAM-4 20 22.789 3.9872 0.0445 569 50.00 STARBEAM-3 20 18.952 3.6755 0.0416 600 Com ression Checks Pole Design Data Section Elevation Size L L„ Kl/r A P. W„ Ratio No. P. ft ft ft int K K W L1 95-51.58(1) TP24.47x12.754.1875 43.42 0.00 0.0 13.942 -6.63 971.21 0.007 4 L2 51.58-1 (2) TP37.75x23.2402x0.25 53.75 0.00 0.0 29.756 -14.29 1933.90 0.007 3 Pole Bending Design Data Section Elevation Size M- Wm Ratio MW �MMY Ratio No. M. M„y ft kip-ft kip-ft OMnx kip-ft kip-ft �M,,,. L1 95-51.58(1) TP24.47xl2.75x0.1875 308.44 467.82 0.659 0.00 467.82 0.000 L2 51.58-1 (2) TP37.75x23.24020.25 1287.60 1493.04 0.862 0.00 1493.04 0.000 Pole Shear Design Data Section Elevation Size Actual V„ Ratio Actual �T„ Ratio No. V. V„ T„ T. ft K K0Vn kip-ft kip-ft ;Tn L1 95-51.58(1) TP24.47x12.750.1875 14.90 485.61 0.031 5.09 936.77 0.005 L2 51.58-1 (2) TP37.75x23.2402x0.25 20.96 966.95 0.022 5.87 2989.74 0.002 tnxTower Report-version 6.1.4.1 October 03, 2014 94 Ft Monopole Tower Structural Analysis CCI BU No 826489 Project Number 146EFJ4400,Application 265182, Revision 1 Page 25 Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P„ M. M„y V. T„ Stress Stress ft �Pn 0M. 0114ny 0Vn �Tn Ratio Ratio L1 95-51.58(1) 0.007 0.659 0.000 0.031 0.005 0.667 1.000 4.8.2 V L2 51.58-1 (2) 0.007 0.862 0.000 0.022 0.002 0.870 1.000 4.8.2 V Section Capacity Table Section Elevation Component Size Critical P aPa„oW % Pass No. It Type Element K K Capacity Fail L1 95-51.58 Pole TP24.47x12.750.1875 1 -6.63 971.21 66.7 Pass L2 51.58-1 Pole TP37.75x23.2402x0.25 2 -14.29 1933.90 87.0 Pass Summary Pole(1-2) 87.0 Pass RATING= 87.0 Pass Element Ma Sectio Section Component Element List n Elevation Type No. ft L1 95.00-51.58 Pole 1 L2 51.58-1.00 Pole 2 Total number of elements:2 tnxTower Report-version 6.1.4.1 October 03,.2014 94 Ft Monopole Tower Structural Analysis CCI BU No 826489 Project Number 146EFJ4400, Application 265182, Revision 1 Page 26 APPENDIX B BASE LEVEL DRAWING tnxTower Report-version 6.1.4.1 PROPOSED) 12)7/8"TO 76 FT LEVEL (1) 1 3/32'TO 76 FT LEVEL (1) 1/2-TO 7D FT LEVEL \ (INSTALLED) (15)7/8"TO 92 FT LEVEL - (1) 1-1/4"TO 92 FT LEVEL BUSINESS UNIT:826489 TOWER ID:C_BASELEVEL October 03, 2014 94 Ft Monopole Tower Structural Analysis CCI BU No 826489 Project Number 146EFJ4400, Application 265182, Revision 1 Page 27 APPENDIX C ADDITIONAL CALCULATIONS tnxTower Report-version 6.1.4.1 Monopole Analysis per 2012 IBC Site ID: 826489 Project#: 146EFJ4400 ( ON ^ CWC Axial,W,= 14.0 kips From TNX: ShearV,,=l 21.0 kips degrees minutes Fseconds Site Latitude= 48 7 25.00 48.1236 degrees Site Longitude= -123 27 1 46.50 -123.4629 degrees Mass or Stiffness Irregularities= No (Table 2-9) Ground Supported Structure= Yes Structure Class= II (Table 2-1) Site Class= D-Stiff Soil (Table 2-11) Spectral response acceleration short periods,SS= 1.550 USGS Seismic Tool Spectral response acceleration 1 s period,S1= 0.627 Tower Height(AGL),Ht= 94.0 ft Importance Factor,I= 1.0 (Table 2-3) Acceleration-based site coefficient,Fa= 1.0 (Table2-12) Velocity-based site coefficient,F,= 1.5 (Table 2-13) Design spectral response acceleration short period,SDS= 1.033 (2.7.6) Design spectral response acceleration 1 s period,SD1= 0.627 (2.7.6) Calculated CS= 0.689 (2.7.7.1) Base Seismic Shear,VS= 8.0 kips Appurtenance Weight(top 1/3 of structure),W„= 4.1 kips Average Moment of Inertia,laviz= 1860.9 in4 Fundamental Frequency,Ff= 0.433 (2.7.11.2) Ff related variable,SA= 0.271 (2.7.8.1) Calculated CS= 0.181 (2.7.7.1) Minimum CS= 0.045 (2.7.7.1) Minimum CS when S1>_0.75= 0.000 (2.7.7.1) Final CS= 0.181 Alternative Base Seismic Shear,VS= Z.1 kips Fulll seismic analysis is required by 2012 IBC for all sites. CCISeismic 2.0.07 Page 1 Analysis Date: 10/3/2014 do Fm+' na NFcsl t m �xa.!vm Raw 3.3.:D en w+1 1]ank ss.zl R.w t3a-31 Ss la mek lSe-n to ss3iy:n$� tna..:].Su Is.wm u.3 a v utl y, IFo.v.]-31 SASS Ix/315,. (Ee.ii.a-31 - 3 t./31s.� lFeII HI 6A If.V1.AJ IFetz.e-xl _ n.333 a.Wa• iseaeo^ss.n.Feb ss.al,F¢ 2) S..` n. .r<..,.•s.,/IrY.A.I IFe.ii.ea aFe.Siad) zr 5..,•13m'3J/R''I.AJI 4= v(k�k. 4w� Ifq.l3.9-11 3303]° ] inn nrerpd ua+s Ih ll.e-tx) F.IKIo+1- s.e&Icw 4v3 fFe.tx.e-It) 4, y.B.W LNv'h+ IFv.txs.311 ]Seo.3u J 7 3 FD WS .3) 7s 7437 1.1. 7Al im7- 351.97] 7 0262 i igs e1 M 95.0 It DESIGNED APPURTENANCE LOADING I _ TYPE ELEVATION TYPE _ ELEVATION Lateral Seismic Face 96 ft 97 AWC-TTMA-700C-VG 76 Lightning Rod 95 _ AWC-TTMA-700GVG 76 Lateral Seismic Force 92 ft - 93 AWC-TTMA-700GVG 76 TMZXXX-8516-R2M w/Mount Pipe 92 (2)RRUS 12 W/SOLAR SHIELD 76 (5)E15MP78 92 Lateral Seismic Face 72.5 R 73.5 (5)El 81778 92 STARBEAM-3 70 (5)E15WBP78 92 10'horizontal x 2"Pipe Mount 70 FRIA 92 Lateral Seismic Face 69 ft 70 FRIA 192 Labral Seismic Force 65 It 66 FRIA 192 j Lateral Seismic Face 64 ft 65 i FRIG92 10'horizontal x2"Pipe Mount 65 FRIG ,92 STARSEAM-4 65 FRIG STARBEAM-4 60 — — g j c RCM DC-4750-PF-48 192 j 10'horizontal x 2"Pipe Mount 80 m n ! J FXFB 192 Lateral Seismic Force 59 It 60 FXFB 92 I Lateral Seismic Face 55 It 56 ETW20OV512US 92— -- Lateral Seismic Force 54ft—55 ETW20WS12UB 192 'STARBEAM-4 55 t�'W2OWS12US 92 10'horizontal x 2"Pipe Mount 55 Pipe Mount IPM 501-3] 92 Lateral Seismic Face 52.29 It 5329 i TMZXXX-65i6•R2M w/Mount Pipe 92 STARBEAM-3 5o ------ Lateral Seismic Force 91 ft92 ;10'horizontal x 2"Pipe Mount 50 TMZXXX-6516-R2M w/Mount Pipe 92 ;Lateral Seismic Face 49 ft 50 Lateral Seismic Face 90.5 It j 91 S — Lateral Seismic Force 48.7467 ft 49.7467 !, Lateral Seismic Force 89 ft 90 Lateral Seismic Face 45 ft 46 Lateral Seismic Face 85 ft 86 Lateral Seismic Force 38.7467 It 39.7467 Lateral Seismic Force 79 It 8o Lateral Seismic Force-35-ft- 38 (2)RRUS 12 W/SOLAR SHIELD - 76 Lateral Seismic Force 28.7467 It 29.7467 (2)RRUS 12 W/SOLAR SHIELD 76 __ Lateral Seismic Force 25 ft 26 RCMDC-3315-PF48 76 !Lateral Seismic Face 18.7467 ft 19.7467 Platform Mount ILP 303.11 76 _ _ Lateral Seismic force 1511 18 51.6 It OSW58-2 w/Mount Pipe 176 Labral Seismic Face 8.7467 It 9.7467 H OS6658-2 w/Mount Pipe :76 Lateral Seismic Face 5 ft 6 ,;, — -------- Lateral Seismic Force 75 ft 76 Lateral Seismic Forcer 1.87335 It 12.873M � I QS8858.2 w!Mount Pipe 76 MATERIAL STRENGTH GRADE IFY Fu GRADE Fy Fu A5724 65 kai 180kd I I TOWER DESIGN NOTES 1. Tower is located in Clallam County Washington. 2. Tower designed for Exposure C to the TIA-222-G Standard. 3. Tower designed for a 1 mph basic wind in accordance with the TIA-222-G Standard. 4. Tower Structure Class II. 5. Topographic Category 5 with Crest Height of 225.00 It 6. TOWER RATING:35.7% i2 I � II ALL REACTIONS AREFACTORED I AXIAL 14 K SHEAMOMENT 7 K_L 522 kip-ft 1.0 n j ! ; TORQUE 0 kip-ft $ g 1 REACTIONS-1 mph WIND € o o $ � zm SII FDH Engineering,InC. ob:PA Shane Park,BUM 826489 Seismic 6521 Meridien Drive, Suite 107 146EFJ4400 Raleigh, North Carolina 27616 Greer Crown 1 0ra1N°by--CLee To--r-.11 Is owerAnalyis Phone:9197551012 Cade. TIA-222-G —:10/03/14_ ._ �8� NTS FAX:9197551031 Path: Stiffened or Unstiffened, Ungrouted, Circular Base Plate -Any Rod Material TIA Rev G Assumption: Clear space between bottom of leveling nut and top of concrete not exceeding(1)*(Rod Diameter) Site Data Reactions BU#: 826489 Mu: 1288 ft-kips Site Name: PA Shane Park Axial,Pu: 14 kips App#: 265182 Rev. 1 Shear,Vu: 21 kips Pole Manufacturer:I Other Eta Factor, n 0.5 TIA G(Fig.4-4) Anchor Rod Data lif No stiffeners,Criteria: AISC LRFD --Only Applcable to Unstiffened Cases Qty: 8 Diam: 2.25 in Rod Material: A615-J Anchor Rod Results Ri id Strength(Fu): 100 ksi Max Rod(Cu+Vu/r): 179.7 Kips AISC LRFD Yield(Fy): 75 ksi Allowable Axial,4)*Fu*Anet: 260.0 Kips cp•Tn Bolt Circle: 44.75 in Anchor Rod Stress Ratio: 69.1% Pass Plate Data Diam: 50.75 in Base Plate Results Flexural Check Rigid Thick: 2.25 in Base Plate Stress: 21.4 ksi AISC LRFD Grade: 50 ksi Allowable Plate Stress: 45.0 ksi cp•Fy Single-Rod B-eff: 14.98 in Base Plate Stress Ratio: 47.6% Pass Y.L.Length: 22.50 Stiffener Data(Welding at both sides) n/a Config: 0 * Stiffener Results Weld Type: Horizontal Weld : n/a Groove Depth: <--Disregard Vertical Weld: n/a Groove Angle: <--Disregard Plate Flex+Shear,fb/Fb+(fv/Fv)^2: n/a Fillet H.Weld: in Plate Tension+Shear,ft/Ft+(fv/Fv)"2: n/a Fillet V.Weld: in Plate Comp. (AISC Bracket): n/a Width: in Height: in Pole Results Thick: in Pole Punching Shear Check: n/a Notch: in Grade: ksi Weld str.: ksi Pole Data Diam: 37.75 in Thick: 0.25 in I Grade: 65 ksi #of Sides: 18 "0"IF Round ` s Fu 80 ksi Reinf.Fillet Weld 0 "0"if None y: r� 'rye �w 0=none,1=every bolt,2=every 2 bolts,3=2 per bolt —Note:for complete joint penetration groove welds the groove depth must be exactly 1/2 the stiffener thickness for calculation purposes CClplate v2.0 Analysis Date: 10/3/2014 CAISSON Version 10.61 5:08:41 PM Friday, October 03, 2014 Ft)H.Engineering * CAISSON - Pier Foundations Analysis and Design - Copyright Power Line Systems, Inc. 1993-2010 + + Project Title: PA Shane Park, BU# 826489 Project Notes: Calculation Method: Full BCD ******* I N P U T D A T A Pier Properties Diameter Distance Concrete Steel of Top of Pier Strength Yield above Ground Strength (ft) (ft) (ksi) (ksi) ------------------------------------------------ "7.00 1.00 4.00 60.00 Soil Properties Layer Type Thickness Depth at Top Density CU KP PHI of Layer (ft) (ft) (lbs/ft^3) (psf) (deg) ---------------------------------------------------------------------------------------- 1 Sand 3.00 0.00 110.0 0.001 -86.38 2 Sand 0.50 3.00 47.6 0.001 -86.38 3 Sand 3.00 3.50 47.6 2.882 29.00 4 Sand 4.00 6.50 52.6 3.000 30.00 5 Sand 9.50 10.50 72.6 4.599 40.00 Design (Factored) Loads at Top of Pier Moment Axial Shear Additional Safety Load Load Factor Against Soil Failure (ft-k) (kips) (kips) ----------------------------------------------- 1288.0 14.0 21.00 2.49 ******* R E S U L T S 4.0�{i0p>a !t.33KIPi. yZa6AVCa.1G s:�'94/•:i1: +tlPS•-------------------------------I --------- ----------------- .ODCgPyID 1 !�...... ..............a 4=..... D.DOQaP* At C1+Oaapa�ID DA,t+tiPsID +.�,(MU '..'3if0(�: PW'W a.6.2. 1:tJi+id/ljr�{7b ^ZDCwPs; c �' ,29[MPLID 4'..'4AWii;6 3'.D pli.'5216.'. L 4.54fItlWrC` iWPsl4'i il .'.'..'..'.'..'.'.'.'.'.'.'.'.'.'..'.'..'.'..'.':.'.'.'. 7.95CICDs,=... .. . ........ ............5'..•9.50(w'Ai1WUl�.4'�'V*~i SbS'D?2[IdP ..................................... 134.89[WRs•ID 1352 (44". 3513.79(p" 5•.4= <C•>4 SOIL RFAGTIONS CtAGRA" SFEARt"GRA A MOV�ENT 1• FDH Engineering Page 112 Calculated Pier Properties Length Weight Pressure Pressure Total Due To Due To End-Bearing Axial Load Weight Pressure (ft) (kips) (psf) (psf) (psf) --------------------------------------------------------------- 21.000 121.226 363.8 3150.0 3513.8 Ultimate Resisting Forces Along Pier Type Distance of Top of Layer Thickness Density CU KP Force Arm to Top of Pier (ft) (ft) (lbs/ft^3) (psf) (kips) (ft) ---------------- -- -------------------------------------------------------------- Sand 1.00 3.00 110.0 0.001 0.01 3.00 Sand 4.00 0.50 47.6 0.001 0.00 4.25 Sand 4.50 3.00 47.6 2.882 77.20 6.08 Sand 7.50 4.00 .52.6 3.000 151.65 9.62 Sand 11.50 4.66 72.6 4.599 394.33 13.98 Sand 16.16 4.84 72.6 4.599 -570.72 18.70 Shear and Moments Along Pier Distance below Shear Moment Shear Moment Top of Pier (with Safety Factor) (with Safety Factor) (without Safety Factor) (without Safety Factor) (ft) (kips) (ft-k) (kips) (ft-k) ------------------------------------------------------------------------------------------------------------------------ 0.00 52.5 3229.4 21.1 1297.0 2.10 52.5 3339.6 21.1 1341.2 4.20 52.5 3449.8 21.1 1385.5 6.30 9.3 3522.5 3.7 1414.7 8.40 -54.2 3478.3 -21.8 1396.9 10.50 -133.5 3283.7 -53.6 1318.8 12.60 -255.7 2892.2 -102.7 1161.5 14.70 -430.8 2176.7 -173.0 874.2 16.80 -504.7 1103.1 -202.7 443.0 18.90 -267.8 286.6 -107.6 115.1 21.00 0.0 -0.0 0.0 -0.0 Reinforcement and Capacity Total Reinforcement Usable Usable Reinforcement Area Axial Moment Percent Capacity Capacity (in^2) (kips) (ft-k) ------------------------------------------------------ 0.44 24.38 14.0 3784.3 US Standard Re-Bars (Select one of the following) Quantity Name Area Diameter Spacing (in^2) (in) (in) ------------------------------------------------- 122 #4 0.20 0.500 1.91 79 #5 0.31 0.625 2.94 56 #6 0.44 0.750 4.15 41 #7 0.60 0.875 5.67 31 #8 0.79 1.000 7.50 25 #9 1.00 1.128 9.30 20 #10 1.27 1.270 11.62 16 #11 1.56 1.410 14.53 11 #14 2.25 1.693 21.13 FDH Engineering Page 2/2 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 Maximum Shaft Superimposed Forces BU#: 826489 TIA Revision: G Site Name: PA Shane Park Max. Factored Shaft Mu: 1414.7 ft-kips(*Note) App#: 265182 Max. Factored Shaft Pu: 14 kips Max Axial Force Type: Comp. Note: Max Shaft Superimposed Moment does not necessarily Loads Already Factored equal to the shaft top reaction moment For M (WL) 1.3 <----Disregard For P(DL) 1.3 <----Disregard Load Factor Shaft Factored Loads 1.00 Mu: 1414.7 ft-kips Pier Properties 1.00 Pu: 14 kips Concrete: Pier Diameter= 7.0 ft Material Properties Concrete Area = 5541.8 int Concrete Comp. strength, f = 4000 psi Reinforcement yield strength, Fy= 60 ksi Reinforcement: Reinforcing Modulus of Elasticity, E= 29000 ksi Clear Cover to Tie=l 4.00 in Reinforcement yield strain= 0.00207 Horiz. Tie Bar Size=j 4 Limiting compressive strain=1 0.003 Vert. Cage Diameter= 6.14 ft ACI 318 Code Vert. Cage Diameter= 73.73 in Select Analysis ACI Code=1 2008 Vertical Bar Size = 10 Seismic Properties Bar Diameter= 1.27 in Seismic Design Category = D Bar Area = 1.27 int Seismic Risk = High Number of Bars = 24 As Total= 30.48 int Solve <_Press Upon Completing All Input As/Aconc, Rho: 0.0055 0.55% (Run) ACI 10.5 , ACI 21.10.4, and IBC 1810. Results: Min As for Flexural, Tension Controlled Shafts: Governing Orientation Case: 2 (3)*(Sgrt(f'c)/Fy: 0.0032 EQ EQ 200/Fy: 0.0033 • • • Mu "�L�1.. •. . Mu • • • • i • • Case 1 Case 2 Dist. From Edge to Neutral Axis: 42.39 in Extreme Steel Strain, et: 0.0026 Minimum Rho Check: 0.0020 < ct< 0.0050, Comp-Tension Transition Zone Actual Req'd Min, Rho: 0.33% Compression Reduction Factor,T: 0.697 Provided Rho. Ref. Shaft Max Axial Capacities. (b Max(Pn or Tn): Max Pu = ((p=0.65) Pn. Output Note: Negative Pu=Tension Pn per ACI 318 (10-2) 10694.94 kips For Axial Compression, cp Pn = Pu: 5364.19 kips at Mu=((�=0.65)Mn= #NUM! ft-kips Drilled Shaft Moment Capacity, TMn: 11588.67 ft-kips Drilled Shaft Superimposed Mu: 1414.70 ft-kips Max Tu, ((p=0.9) Tn = 1645.92 kips at Mu=(�=(0.90)Mn= 0.00 ft-kip I (Mu/yMn, Drilled Shaft Flexure CSR: 12.2% Drilled-Shaft-Moment-Capacity, DSMC, Version 1.1 -Effective 04/01/2010 Analysis Date: 10/3/2014 LA U R I D S E N CCI# 826489\0000 V@I'I 011 wireles CONSTRUCTION DRAWINGS VerI7 ' 1303 WEST 8TH STREET Qnw�reless PORT ANGELES, WA 98362 Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA,WA 98506 PROJECT SUMMARY SITE INFORMATION PROJECT CONTACTS DRAWING INDEX PH:360.438.8002 THIS PROJECT INCLUDES THE FOLLOWING SCOPE OF WORK: SITE ADDRESS: 1303 WEST 8TH STREET APPLICANT SHEET DESCRIPTION PORT ANGELES,WA 98362 VERIZON WIRELESS T-1.0 TITLE SHEET 1. PROPOSED INSTALLATION OF WIRELESS TELECOMMUNICATIONS FACILITY 3245 158TH AVE MS 231 ON A PARCEL OF LAND. LATITUDE: 48°07'25.3"N(48.12369) BELLEVUE,WA 98008 �1�� SV-1-SV-7 PRELIMINARY SURVEY(NTS @ 11X17) �C7OR LONGITUDE: 123°27'46.5"W(-123.46292)2. PROPOSED VERIZON WIRELESS OUTDOOR RF EQUIPMENT TO BE SOURCE: SURVEY A-1.0 OVERALL SITE PLAN n • n a a a •INSTALLED ON A 7'-9"X 19'-0" CONCRETE PAD WITH 30 KW GENERATOR ON DATUM: NAD 83 PROPERTY OWNER A-2.0 ENLARGED SITE PLAN CONCRETE PAD WITHIN A 20'-0"X 20'-0"FENCED LEASE AREA. CITY OF PORT ANGELES 321 E.5TH ST. A-2.1 ENLARGED EQUIPMENT PLAN A. 3. PROPOSED INSTALLATION OF(3)PANEL ANTENNAS, (3)RRH,AND(1) JURISDICTION: CITY OF PORT ANGELES PORT ANGELES,WA 98362 A-3.0 NORTH AND WEST ELEVATIONS SURGE PROTECTOR ON AN(E)94'-2"LIGHT POLE.INSTALLATION OF ONE(1) TAX ID NUMBER: 063000015350 360-457-0411 A-4.0 EQUIPMENT DETAILS X04 SURGE PROTECTOR ON AN H-FRAME AND ONE(i)GPS ANTENNA MOUNTED ZONING CLASSIFICATION: PUBLIC BUILDINGS&PARKS /- � TO AN EQUIPMENT CABINET WITHIN(N)EQUIPMENT COMPOUND. A-5.0 ANTENNA DETAILS N GROUND ELEVATION: 160.9'AMSL TOWER OWNER - q 7 OZ 4.PROPOSED INSTALLATION OF 200A ELECTRICAL AND FIBER SERVICE FOR A-5.1 ANTENNA&EQUIP.DETAILS l TOP OF(E)LIGHT POLE: 94.2'AGL CROWN CASTLE USA,INC CL VERIZON WIRELESS EQUIPMENT. A-6x .0 FENCE DETAILS X 2000 CORPORATE DR LU OCCUPANCY GROUP: U CANONSBURG,PA 15317 A-7.0 CONSTRUCTION DETAILS PROJECT VICINITY & AREA MAPS CONSTRUCTION TYPE II-B PH:724.416.2000 A-8.0 GENERATOR DETAILS 01 AL2�0G A-8.1 GENERATOR&CONCRETE PAD DETAILS SI�NAL�� PRINCIPAL ENGINEER, A-9.0 SIGNAGE DETAILS NETWORK CONSTRUCTION VERIZON WIRELESS E-1.0 ENLARGED ELECTRICAL SITE PLAN 1 E-2.0 EQUIPMENT GROUNDING PLAN CPM PROJECT NO.: 7741 F 3245 158TH AVE MS 231 + E-3.0 ELECTRICAL DETAILS&ONE-LINE DIAGRAM PRELIMINARY ]� n, BELLEVUE,WA 98008 E-3.0 ELECTRICAL DETAILS&PANEL SCHEDULE NO. DATE D/C DESCRIPTION MICHAEL GALLAGHER 16.45° �' afi '� '�lj� +�'x�r PH:206.715.0014 GN-1 GENERAL NOTES 0 12-17- G/JS 9D%CD REVIEW 1 01-20-1514!JJG/MSI CPM COMMENT N ; GN-2 GENERAL NOTES 2 01-20-15 JG/MS I CLIENT COMMENT 4. ' < • 'e ZONING AND PERMITTING CONSULTANT TN /MN j s. GN-3 GENERAL NOTES CASCADIA PM SUBMITTAL �. PROJECT 5, n5 +1 PROJECT s GN 4 GENERALNOTES NO. DATE D/C DESCRIPTION W E ''J, �r-. "' 5501 NE 109TH COURT,SUITE A-2 LOCATION :." LOCATION �" 0 01-30-15 JG/MS BP SUBMITTAL f 7 ,o VANCOUVER,WA 98662 SawriP0 A, S ;' ANGELA RAYMOND C- �^ry PH:509.998.9015 C , SITEACQUISITION CONSULTANT a SITE NAME .. 44 .. " CASCADIA PM 733 SEVENTH AVE,SUITE 209 LAURIDSEN KIRKLAND,WA 98033 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BOB DICKSON BY NATURE.ANY USE OR DISCLOSURE OTHER DRIVING DIRECTIONS LEGAL DESCRIPTION PH:425.466.0061 THAN THAT WHICH RELATES TO VERIZON TAX ID NO.: LOTS 1 THROUGH 20,INCLUSIVE,IN BLOCK 153:LOTS 1 THROUGH 20, WIRELESS MOBILITY CORPORATION SERVICES IS 063000015350 FROM SEATAC INTERNATIONAL AIRPORT: INCLUSIVE,IN BLOCK 154,LOTS 1 THROUGH 19,INCLUSIVE,IN BLOCK STRICTLY PROHIBITED. 243;LOTS 1 THROUGH 20,INCLUSIVE,IN BLOCK 244;ALL IN THE 1. DEPART TOWARD WA-99 S/INTERNATIONAL BLVD(0.5 MI) TOWNSITE OF PORT ANGELES,CLALLAM COUNTY,WASHINGTON. 2. TURN RIGHT ONTO WA-99 S/INTERNATIONAL BLVD(1.2 MI) SITUATE IN THE COUNTY OF CLALLAM,STATE OF WASHINGTON SITE ADDRESS 3. TURN LEFT ONTO S 200TH ST76 ON THE CORNER(0.4 MI) f 1303 WEST BTH STREET 4. TAKE RAMP RIGHT FOR 1-5 S(18.5 MI) UTILITY COMPANIES 'fit 1iu ft penit bared ryppQ�R'9Cppll* PORT ANGELES,WA 98362 5. AT EXIT 1328,TAKE RAMP RIGHT TOWARD GIG HARBOR/ POWER: TBD 10m o dab tbaII dot r'erwto APPROVAL LIST BREMERTON(0.6 MI) tmil" Oft" em 6. KEEP STRAIGHT ONTO WA-16 W(26.8 MI) TELCO/FIBER: TBD a d TITLE SIGNATURE DATE SHEET TITLE 7. ROAD NAME CHANGES TO WA-3 N(25.3 MI) saki�� 8. TURN LEFT ONTO WA-104(15.4 MI) il�ld .� i....,.L., PROPERTY OWNER TITLE 9. KEEP RIGHT TO STAY ON WA-104W(0.3 MI) GOVERNING CODES *�pmead� ievwlatioOaE� VERIZON REPRESENTATIVE 10. BEAR RIGHT ONTO US-101(34.7 MI) GOVERNING CODES PROJECT MANAGER SHEET 11. KEEP RIGHT ONTO US-101 W/E FRONT ST(1.6 MI) 12. TURN LEFT ONTO US-101/N LINCOLN ST(0.6 MI) IBC-2012,INTERNATIONAL BUILDING CODE W/LOCAL AMENDMENTS ` SITE ACQUISITION 13. TURN RIGHT ONTO E 8TH STARCO/AMPM ON THE CORNER(517 FT) NEC-2008,NATIONAL ELECTRICAL CODE ZONING SHEET NO. 14. ROAD NAME CHANGES TO W 8TH ST(1.3 MI) A.D.A.COMPLIANCE CONST.MANAGER ESTIMATED TIME: 2 HOUR AND 26 MINUTES INSTALLATION IS UNMANNED AND NOT FOR HUMAN HABITATION. Z O RF ENGINEER T-1 .0 ESTIMATED DISTANCE: 127.4 MILES HANDICAP ACCESS IS NOT REQUIRED PER A.D.A. AAV MANAGER SURVEYOR'S NOTES LEGENDvoloo� 1. SURVEYOR DOES NOT GUARANTEE THAT ALL New,wireless UTILITIES ARE SHOWN OR THEIR LOCATIONS ARE 9245 156TH AVENUE BE DEFINITE. IT IS THE RESPONSIBILITY OF THE P.O.C. POINT OF COMMENCEMENT 6Tti S .,.. y� Bp CRs BELLEV WASHINGTON98005 CONTRACTOR AND DEVELOPER TO CONTACT ANY P0B. POINT OF BEGINNING a m T INVOLVED AGENCIES TO LOCATE ALL UTILITIES P. PRIOR TO CONSTRUCTION. REMOVAL, RELOCATION P.O.T. POINT OF TERMINUS �6Ty AND/ OR REPLACEMENT IS THE RESPONSIBILITY OF EP EDGE OF PAVEMENT ST 8Th THE CONTRACTOR. CONIC CONCRETE ST Cl<lSt�;�a.�IA, Prodsim Prolmm Nuapment 2. BUILDING SETBACK LINES, ZONING, FLOOD ESMT EASEMENT AREA ZONES, AND ADDRESSES THAT MAY BE SR-101 SW CONIC SIDEWALK it SHOWN ARE SUPPLIED BY THE GOVERNING EQ EQUIPMENT AGENCY OR TAKEN FROM THE BEST AVAILABLE RECORDS. THE SURVEYOR WILL NOT ACCEPT HF H-FRAME RACK 24.OAW- 111E3ARESPONSIBILITY FOR THE ACCURACY OF ANY BLDG BUILDING 4rA11w�WA n4W( 4-2= INFORMATION SUPPLIED BY OTHERS. BOL BOLLARD VICINITY MAP 3. THE DESCRIPTION OF PROPERTY BOUNDARIES FC FACE OF CURB DIRECTIONS TO SITE N.T.S. AND EASEMENTS SHOWN HEREON, REPRESENT D/W DRIVEWAY ENTRANCE (FROM SEATAC INTERNATIONAL AIRPORT) THAT INFORMATION PROVIDED IN TWO LIMITED NG NATURAL GROUND (GRASS AREA) TAKE AIRPORT EXPRESSWAY TOWARD WA-518; LIABILITY CERTIFICATIONS, ORDER NO. 118534, `� POWER UTILITY POLE MERGE ONTO WA-518 TOWARD 1-5/1-405; MERGE PREPARED BY CLALLAM TITLE COMPANY, DATED / ONTO 1-5 SOUTH; MERGE ONTO WA-16 WEST AUGUST 28, 2014 ANY INFORMATION SHOWN WHICH 4 GUY ANCHOR TOWARD BREMERTON; WA-16 BECOMES WA-3; TURN MAY VARY FROM THE CONTENTS OF THESE LEFT ONTO WA-104 WEST; MERGE ONTO US-101 REPORT NOTED ABOVE, REPRESENTS INFORMATION $ POSITION OF NORTH; TURN LEFT ONTO N. LINCOLN ST (AKA AND MEASUREMENTS FOUND DURING THE COURSE GEODETIC COORDINATE US-101 WEST); TURN RIGHT ONTO E. 8TH ST; OF THE SURVEY. QQ FND MONUMENT IN CASE DESTINATION WILL BE ON THE RIGHT. 4. BEARINGS SHOWN HEREON ARE BASED UPON LIGHT POLE U.S. STATE PLANE NAD83 COORDINATE SYSTEM wv WASHINGTON STATE PLANE COORDINATE NORTH D4 WATER CONTROL VALVE I CPM PROJECT NO., ZONE, DETERMINED BY GPS OBSERVATIONS USING FIRE HYDRANT FINAL THE CORRECTION VALUES FROM THE WASHINGTONNM DATE DSC DESCWT>M STATE REFERENCE NETWORK (WSRN). SPOT ELEVATION LESSOR'S LEGAL DESCRIPTION ° 09-23-14 sR SURVEY FINAL LIMITS OF LESSOR'S (REFER TO LEGAL DESCRIPTIONS SHEET SV-5) 5. THIS PROJECT APPEARS TO BE LOCATED PROPERTY SUBMITTAL WITHIN FLOOD ZONE "C" AREAS OF MINIMAL o c. o- CHAINLINK FENCE Na DATE Dic 1 DESCRIPTIEN FLOODING ACCORDING TO FEDERAL EMERGENCY —0/H 0/1-1 — OVERHEAD WIRE MANAGEMENT AGENCY FLOOD INSURANCE RATE —E-E- UNDERGROUND POWER MAP, COMMUNITY PANEL NO. 2 OF 6, MAP NO. w UNDERGROUND WATER ,p ......A. RIA SITE NAME 5300230002C, DATED SEPTEMBER 28, 1990. F washj DECIDUOUS TREE G�� .,rt; WA1 LAURIDSEN 6. PROJECT ELEVATIONS ESTABLISHED FROM GPS :`� PORT ANGELES DERIVED ORTHOMETRIC HEIGHTS BY APPLICATION 0 CONIFEROUS TREE - OF NGS 'GEOID 12A' MODELED SEPARATIONS TO ELLIPSOID HEIGHTS DETERMINED BY REAL TIME ��'� ..,� 9:::��'a. 8. THE PURPOSE OF THIS SURVEY IS TO1303 41296 SITE ADDRESS KINEMATIC RTK GPS DATA PROCESSED ON THE j CISTEg �4 ORTAN ANGELT 8THES, STREET ( ) ESTABLISH OR DETERMINE VERIZON LEASE AREAS o�'AL•I.At3�`a PORTAN�ELEs.wAsassz WASHINGTON STATE REFERENCE NETWORK (WSRN). & ASSOCIATED EASEMENTS. THE BOUNDARY ALL ELEVATIONS SHOWN HEREON ARE REFERENCED SHOWN HEREON IS PLOTTED FROM RECORD SHEET TITLE TO THE NAVD88 DATUM. INFORMATION PROVIDED BY TITLE AND DOES NOT 9/25/14 SITE SURVEY CONSTITUTE A BOUNDARY SURVEY OF THE 7. THE DATE OF SURVEY AND FIELD PROPERTY. OBSERVATION USED FOR THIS SURVEY WERE TAKEN ON SEPTEMBER 18, 2014. POSITION OF GEODETIC COORDINATE; CENTER OF TOWER STRUCTURE LATITUDE 48'07'25.3" NORTH (NAD83) (48.123694') SHEET NO. LONGITUDE 123'27'46.5" WEST (NAD83) (-123.462917') C� /_ GROUND ELEVATION ® 160.9 (NAVD88) CONCRETE BASE, FLUSH WITH GROUND J V VOOO wireless 3245 758TH AVENUE SE BELL EVUE. WA SH,NG TON 98008 W. 6TH SWEET T/LIGHT P0� BASKETBALL ,j 11 Precision Program Management 227.8 TOP TREE T/LIGHT POLE T/LIGHT POLE COURT A. R 172.5 ! I TOP 1REE FOREST ,� I of waslA it TOP TREE FIELD FLOOD , LIGHTS (TYPICAL) J BALL FIELD J ` "� �'t. PLAYGROUND ,; �"� I TALOIA WA�" 4-UM 235.0 EQUIPMENT ,' ' rz T/LIGHT POLE .� A�.. :,moo 41298 PARENT PARCEL TOWER STRUCTURE J y I �ss' ECISTEg �'�¢�� alumb WITH FLOOD LIGHTS I jO�`4L LAI39 5 APN: 06-30-00-01-5350 ZONING: PUBLIC BUILDINGS AND PARK TOP TOWER rr I OITNER: THE CITY OF PORT ANGELES BUILDING LOT 11, BLOCK 154, ;l 9/25/ iz TOWNSITE OF PORT ANGELES BALL FIELD POWER TRANSFORMER ----- I COMMUNICATION ( I Line Table 235.8 TOWER STRUCTURE VAULT T/LIGHT POLE WITH FLOOD LIGHTS i Line # Length Direction ASPHALT TELECOMMUNICATION 03 204•0 (SEE DETAIL THIS SHEET) -- PATH FENCED IN COMPOUND L1 30.00 N33' 15' 49"E TOP TREE TELECOMMUNICATION TO TRE L2 73.81 N40- 47' 51"W CPM PROJECT NO.- 5881 C'f FENCED IN COMPOUND > 0j TOP TREESEE DETAIL ; FINAL I 223.9 C/L 12' ACCESS ESMT I SHEET SV-3 L3 53.77 N56' 11' 03"W M DATE D/C DESCRIPTION > 0 09-25-14 SR/IF SURVEY REVIEW I T/LIGHT POLE POWER POLE i �-4 I T/ TOWER 224.2 WITH TRANSER ; TOP TREE L4 92.43 N49' 39 4911E /� ) I A.G.L=94.2 EL-255.1 „ RAD CENTER RAD CENTER SUBMITTAL T LIGHT POLE TOP TRE / TOP EE L5 39.08 S84- 02 43 E i A•G.L-92.2 =2 .1 TREES / ``l r j TOP EQ TOP EQ DATE D/C DtSCRIPTIQN t L6 95.25 N63' 02 35"E A.G.L=87.3 EL=24x.2 ---EI/H , 0/H —❑/H �5 TOP TREE POWER METER BOT EO BOT Eo f �' UTILITY Curve TableA.G.L=82.8 EL=243.7 SITE NAME T/LIGHT P LE 'TREES, TREESTENNIS J J ..........:::::::.............: .::....�� VAULT COURTS Curve # Length Radius Delta WA1 LAURIDSEN • TOP FLOOD TOP FLOOD BOLLARDS -L3 P.O.B. TOP TRE C1 64.63 50.00 74' 03 40 'I �cL''�-69.8 LIGHTS .7 PORT ANGELES o ASPHALT i L3 P.O.C. (TYPICAL) PARKING LOT (2�� C/L 12 ACCESS ESMT BOT FLOOD BOT FLOOD \ LIGHTS LIGHTS SITE ADDRESS �+�� ACCESS ESMT FOREST EL- A.G.L=49.5 210.4 1303 WEST 8TH STREET EP C/L 12' ACCESS ESMT �� & LEASE AREA(S) PORT ANGELES,WA 98362 FiT❑�i70 -HTCT �1lII -Ff7� �I%Q — H71T—H71�== —1 17❑ 3Tfl�-1 17 Q—HJTi" "f17�` �I77 H U— FC �+AI ITION D l a-BOX � SHEET TITLE COMMUNICATION N56' 44' 11"W 676.48 16. 29, OVERALL DETAIL VAULT W. 8TH STREET COMMUNICATION 0 PANEL GRAPHIC SCAM GRADE EL-160.9 50 0 50 100 200 A.G.-=0.0 SHEET N0. FM TOWER STFR CIRM DETAL. IILTB S v/-2 1 inch - 100 & TOWER STRUCTURE P.O.T. 12' ACCESS 159.2 WITH FLOOD LIGHTS EASEMENT / `—NG N1158.9 (SEE DETAIL SHEET SV-2) N71' 58' 48nE I wireless 7.50 / \ �' IIN'�1 r 3245 158TH AVENUE SE r! BELLEVUF. WASHINGTON 93009 POINT "B" / \ IV Precision Program Management 158,z I / rrr/'/ � \ •.`�� L BF,p\ \ NG ??so qG�T 0�°� It SEE LEASE DETAIL :y TAoaak WA as xa SHEET SV-4 b rrr V/�� \ CATCH BASIN NG rrr � .. / '� FQ \• 1296 � P.O.T. 15 I ��iS•..!P�,GISTER�9'• 4`a / ACCESS I sIONAii.Ai39 5� n EASEMENT POINT An / I P.O.B. ADDITIONAL � I 9/25/1 q- / $00""'00 ( oo,2°o % �S �F `� ��' LEASE AREA �, i /---- / ' I O,' \ hiNG 160 PP P.O.B. EXISTING/ 11 CPM PROJECT NO.t 5881 LEASE AREA J / — - - - - - - — - - - - - - - - - - - - -� /� 159.7 P.O.T. 12' ACCESS < -ANG FINAL Ma DATE D/C DESCRIPT04 EASEMENT `� --_—'� 0 o9-2s-1+ SR/MF SURVEY REVIEW SUBMITTAL DATE 1 D/C DESCRWTM -- — l ------------------------- 162 SITE NAME WA1 LAURIDSEN PORT ANGELES ' r SITE ADDRESS / i r1303 WEST 8TH STREET PORT ANGELES,WA 98362 / --------------------------------------------------- 164 •---------- / SHEET TITLE / ____- - DETAIL / a 1" = 10' I , 16. 29' . �_--------- -- ------- ---------- --------- —. SHEET NO.166 S U 5 10 20 ---- I -3 IN FEEr 1 loch - 10 ft. r / \ \0000� \ P.O.T. w/ wireless / \ 12r ACE .721515 15B7H AVENUE SE / \ 1.i JJ F3EL CSS L EVUE. tNASHING TUN JBOOB / EASEMENT CASCADIA I'M POINT » » B , . \ Precision Program Management / \ it Ia6 .SU TACO"7N 9l402 1-24E2 / ?00'/'/ ACCESS EASEMENT \ IV / ?2 0 / O/N` P.O.T. 15' ACCESS , Opo �k. EASEMENT �� CPM PROJECT Na- 5881 POINT "A" / FINAL 6S0 / ►a. DATE D/C DESCMPTIW EXISTING LEASE AREA � \ �c-b 0 109-25-141 SRIW SURVEY REVIEW 198.0 SQUARE FEET ADDITIONAL LEASE AREA \ O 400.0 SQUARE FEET SUBMITTAL =� MCL DATE D/C DESCRIPTION p ' S, � / 2.66\`/8• /2 ,- P.Q.B. ADDITIONAL / �r i„h \0/, LEASE AREA SITE NAME ACCESS EASEMENT / �,��/ � , N j' ....oF� IA WA1 LAURIDSEN ��'so `' G . .......l�c PORT ANGELES SITE ADDRESS 1303ET / \ �� \ \ �/ ��'• ,w,' PORT ANGELES.WA 98362 41298 . ,y \ `\ ca0/ � �0' C�ss•.!p�,GISTEg�9',�tts' P.O.B. EXISTING pp �1 NAL LKWO SHEET TITLE LEASE AREA �`, LEASE DETAIL 9/25/1 z 11I _ 51 GRAPHIC SCAM SHEET NO. / \ / P.O.T. 2.5 0 2.5 5 10 / \ 12' ACCESSS V_4 EASEMENT ( MR FZVr 1 inch - 5 ft. LESSOR'S LEGAL DESCRIPTION EXISTING LEASE AREA LEGAL DESCRIPTION VOOO� LOTS 1 THROUGH 20, INCLUSIVE, IN BLOCK 153; THAT PORTION OF THE TOWNSITE OF PORT ANGELES, CLALLAM COUNTY, wire%ss LOTS 1 THROUGH 20, INCLUSIVE, IN BLOCK 154; WASHINGTON, DESCRIBED AS FOLLOWS: 32457587H A LENUE SE LOTS 1 THROUGH 19, INCLUSIVE, IN BLOCK 243; BELLEVUE. IVASH,NGTON 98008 LOTS 1 THROUGH 20, INCLUSIVE, IN BLOCK 244; COMMENCING AT A MONUMENT IN CASE AT THE INTERSECTION OF SOUTH E ALL IN THE TOWNSITE OF PORT ANGELES, CLALLAM COUNTY, WASHINGTON. STREET AND WEST 8TH STREET; SITUATE IN THE COUNTY OF CLALLAM, STATE OF WASHINGTON. THENCE ALONG THE MONUMENT ALIGNMENT, NORTH 56'44'11" WEST A DISTANCE OF 676.48 FEET; THENCE LEAVING SAID ALIGNMENT, NORTH 33'15'49" EAST A DISTANCE OF Precision Program Management 30.00 FEET TO A PONT ON THE NORTHERLY RIGHT-OF-WAY MARGIN OF PROPOSED ACCESS EASEMENT LEGAL DESCRIPTION SAID WEST 8TH STREET, SAID POINT ALSO BEING THE BEGINNING OF A ;t CURVE TO THE LEFT HAVING A RADIUS OF 50.00 FEET; THAT PORTION OF THE TOWNSITE OF PORT ANGELES, CLALLAM COUNTY, THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE WASHINGTON, DESCRIBED AS FOLLOWS: OF 74'03'40", AN ARC LENGTH OF 64.63 FEET; rAMCOM& aAoe�w¢"� `aM BEING A 12.00 FOOT STRIP OF LAND LYING 6.00 FEET EACH SIDE OF THE THENCE NORTH 40'47'51" WEST A DISTANCE OF 73.81 FEET; FOLLOWING DESCRIBED CENTERLINE: THENCE NORTH 56'11'03" WEST A DISTANCE OF 53.77 FEET; COMMENCING AT A MONUMENT IN CASE AT THE INTERSECTION OF SOUTH E THENCE NORTH 49'39'49" EAST A DISTANCE OF 92.43 FEET; STREET AND WEST 8TH STREET; THENCE SOUTH 84'02'43" EAST A DISTANCE OF 39.08 FEET; THENCE ALONG THE MONUMENT ALIGNMENT, NORTH 56'44'11"WEST A THENCE NORTH 63'02'35" EAST A DISTANCE OF 95.25 FEET; DISTANCE OF 676.48 FEET; THENCE NORTH 71'58'48" EAST A DISTANCE OF 2.66 FEET; THENCE LEAVING SAID ALIGNMENT, NORTH 33-15'49-EAST A DISTANCE OF THENCE SOUTH 18'01'12" EAST A DISTANCE OF 22.50 FEET; 30.00 FEET TO A PONT ON THE NORTHERLY RIGHT-OF-WAY MARGIN OF THENCE NORTH 71'58'48" EAST A DISTANCE OF 6.00 FEET TO THE POINT SAID WEST 8TH STREET AND POINT OF BEGINNING, SAID POINT ALSO BEING OF BEGINNING; THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 50.00 THENCE NORTH 18'01'12" WEST A DISTANCE OF 16.50 FEET; FEET; THENCE NORTH 71'58'48" EAST A DISTANCE OF 12.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE THENCE SOUTH 18'01'12" EAST A DISTANCE OF 16.50 FEET; OF 74'03'40", AN ARC LENGTH OF 64.63 FEET; THENCE SOUTH 71'58'48" WEST A DISTANCE OF 12.00 FEET TO THE POINT THENCE NORTH 40'47'51"WEST A DISTANCE OF 73.81 FEET; OF BEGINNING. THENCE NORTH 56'11'03"WEST A DISTANCE OF 53.77 FEET; I CPM PROJECT NO.I sass THENCE NORTH 49'39'49"EAST A DISTANCE OF 92.43 FEET; CONTAINING 198.0 SQUARE FEET. FINAL THENCE SOUTH 84'02'43"EAST A DISTANCE OF 39.08 FEET; M DATE D/C DESIMUPTIM THENCE NORTH 63'02'35"EAST A DISTANCE OF 95.25 FEET; o o9-2s-u sant SMVEY REVIEW THENCE NORTH 71'58'48"EAST A DISTANCE OF 2.66 FEET TO A POINT HEREAFTER KNOWN AS "POINT A", SUBMITTAL THENCE CONTINUING, NORTH 71'58'48"EAST A DISTANCE OF 25.50 FEET TO NMI DATE I D/C 1 DEscRIPTMN A POINT HEREAFTER KNOWN AS "POINT B"; THENCE CONTINUING, NORTH 71'58'48"EAST A DISTANCE OF 7.50 FEET TO THE TERMINUS OF SAID DESCRIBED CENTERLINE. SITE NAME TOGETHER WITH A 12.00 FOOT STRIP OF LAND LYING 6.00 FEET EACH SIDE WA1 LAURIDSEN OF THE FOLLOWING DESCRIBED CENTERLINE: PORT ANGELES COMMENCING AT AFORESAID "POINT A"; THENCE SOUTH 18'01'12"EAST A DISTANCE OF 22.50 FEET TO THE TERMINUS OF SAID DESCRIBED CENTERLINE. SITE ADDRESS 1303 WEST 8TH STREET ask PORT ANGELES,WA 98362 TOGETHER WITH A 15.00 FOOT STRIP OF LAND LYING 7.50 FEET EACH SIDE of wj OF THE FOLLOWING DESCRIBED CENTERLINE: �:�� o`: SHEET TITLE COMMENCING AT AFORESAID POINT B"; LEGAL THENCE SOUTH 18'01'12"EAST A DISTANCE OF 22.50 FEET TO THE TERMINUS OF SAID DESCRIBED CENTERLINE. o� DESCRIPTIONS•.. 4 29 ��'�.•'��'CtsTER�9•�4 f°NAL LAS 5 SHEET NO, 9/25/14 SV-5 ADDITIONAL LEASE AREA LEGAL DESCRIPTION COMBINED LEASE AREA LEGAL DESCRIPTION THAT PORTION OF THE TOWNSITE OF PORT ANGELES, CLALLAM COUNTY, THAT PORTION OF THE TOWNSITE OF PORT ANGELES, CLALLAM COUNTY, v000l� WASHINGTON, DESCRIBED AS FOLLOWS: WASHINGTON, DESCRIBED AS FOLLOWS: oup""',/.s 3245 158TH At EAIUE SE 2ELLEVUE. mlASH/NGTON 98008 COMMENCING AT A MONUMENT IN CASE AT THE INTERSECTION OF SOUTH E COMMENCING AT A MONUMENT IN CASE AT THE INTERSECTION OF SOUTH E STREET AND WEST 8TH STREET; STREET AND WEST 8TH STREET; THENCE ALONG THE MONUMENT ALIGNMENT, NORTH 56'44'11" WEST A THENCE ALONG THE MONUMENT ALIGNMENT, NORTH 56'44'11" WEST A DISTANCE OF 676.48 FEET; DISTANCE OF 676.48 FEET; THENCE LEAVING SAID ALIGNMENT, NORTH 33'15'49" EAST A DISTANCE OF THENCE LEAVING SAID ALIGNMENT, NORTH 33'15'49" EAST A DISTANCE OF Predson Program Management 30.00 FEET TO A PONT ON THE NORTHERLY RIGHT-OF-WAY MARGIN OF 30.00 FEET TO A PONT ON THE NORTHERLY RIGHT-OF-WAY MARGIN OF SAID WEST 8TH STREET, SAID POINT ALSO BEING THE BEGINNING OF A SAID WEST 8TH STREET, SAID POINT ALSO BEING THE BEGINNING OF A � CURVE TO THE LEFT HAVING A RADIUS OF 50.00 FEET; CURVE TO THE LEFT HAVING A RADIUS OF 50.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 74'03'40", AN ARC LENGTH OF 64.63 FEET; OF 74'03'40", AN ARC LENGTH OF 64.63 FEET; 4*.AW- M THENCE NORTH 40'47'51" WEST A DISTANCE OF 73.81 FEET; THENCE NORTH 40'47'51" WEST A DISTANCE OF 73.81 FEET; TWO"W9lpi 4-2= THENCE NORTH 56'11'03" WEST A DISTANCE OF 53.77 FEET; THENCE NORTH 56'11'03" WEST A DISTANCE OF 53.77 FEET; THENCE NORTH 49'39'49" EAST A DISTANCE OF 92.43 FEET; THENCE NORTH 49'39'49" EAST A DISTANCE OF 92.43 FEET; THENCE SOUTH 84'02'43" EAST A DISTANCE OF 39.08 FEET; THENCE SOUTH 84'02'43" EAST A DISTANCE OF 39.08 FEET; THENCE NORTH 63'02'35" EAST A DISTANCE OF 95.25 FEET; THENCE NORTH 63'02'35" EAST A DISTANCE OF 95.25 FEET; THENCE NORTH 71'58'48" EAST A DISTANCE OF 2.66 FEET; THENCE NORTH 71'58'48" EAST A DISTANCE OF 2.66 FEET; THENCE SOUTH 18'01'12" EAST A DISTANCE OF 22.50 FEET; THENCE SOUTH 18'01'12" EAST A DISTANCE OF 22.50 FEET; THENCE NORTH 71'58'48" EAST A DISTANCE OF 13.00 FEET TO THE POINT THENCE NORTH 71'58'48" EAST A DISTANCE OF 6.00 FEET TO THE POINT OF BEGINNING; OF BEGINNING; THENCE NORTH 71'58'48" EAST A DISTANCE OF 20.00 FEET; THENCE NORTH 18'01'12" WEST A DISTANCE OF 16.50 FEET; THENCE SOUTH 18'01'12" EAST A DISTANCE OF 20.00 FEET; THENCE NORTH 71'58'48" EAST A DISTANCE OF 12.00 FEET; THENCE SOUTH 71'58'48" WEST A DISTANCE OF 20.00 FEET THENCE SOUTH 18'01'12" EAST A DISTANCE OF 16.50 FEET; THENCE NORTH 18'01'12" WEST A DISTANCE OF 20.00 FEET TO THE POINT THENCE NORTH 71'58'48" EAST A DISTANCE OF 15.00 FEET OF BEGINNING. THENCE SOUTH 18'01'12" EAST A DISTANCE OF 20.00 FEET; THENCE SOUTH 71'58'48" WEST A DISTANCE OF 20.00 FEET CPM PROJECT NIL, 5861 CONTAINING 400.0 SQUARE FEET. THENCE NORTH 18'01'12" WEST A DISTANCE OF 20.00 FEET THENCE SOUTH 71'58'48" WEST A DISTANCE OF 7.00 FEET TO THE POINT DATE DFIINAL TMN OF BEGINNING. o o9-25-14 SR SURVEY REvrLv CONTAINING 598.0 SQUARE FEET. SUBMITTAL NIL DATE D/C DESCRIPTIM SITE NAME WA1 LAURIDSEN PORT ANGELES oy AA SSI SITE ADDRESS 1303 WEST 8TH STREET 1:�� r"�•'•Y"'� PORT ANGELES,WA 98362 SHEET TITLE 0�` 41298 ::;w� LEGAL f �CIST0_.- DESCRIPTIONS ZNAL LA21" 9/25/14 SHEET NO. SV-6 CLALLAM TITLE COMPANY LIMITED LIABILITY CERTIFICATE ORDER NO 118534 DATED AUGUST 28 2014 EXCEPTIONS: re wire UES ss :7245 758TH AVENUE SE BELLEVUE. WASHINGTON 98005 1. GENERAL TAXES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND 5. ZONING LOT COVENANT IMPOSED BY INSTRUMENT RECORDED ON JUNE 26, STATUTORY FORECLOSURE COSTS, IF ANY, 2012, UNDER RECORDING NO. 2012 1280582. AFTER DELINQUENCY: TAX ACCOUNT NO. 063000 015350, YEAR 2014, AMOUNT BILLED: $1,441.63, SURVEYOR NOTATION: NOT A SURVEY MATTEF: NO CERTIFICATION MADE AMOUNT PAID: PAID IN FULL CASCADIA I'M PROPERTY ID N0. 82543 6. MEMORANDUM OF MASTER PREPAID LEASE AND MANAGEMENT AGREEMENT. Precision Program Management SURVEYOR NOTATION:NOT A SURVEY MATTEFN NO CER'iFICATION MADE LESSOR: T—MOBILE WEST TOWER LLC, A DELAWARE LIMITED LIABILITY COMPANY LESSEE: CCTMO LLC, A DELAWARE LIMITED LIABILITY COMPANY It 2. RESERVATIONS AND EXCEPTIONS, INCLUDING THE TERMS AND CONDITIONS TERM: THE MPL AND THE MA EACH HAVE A TERM THAT COMMENCED ON THEREOF. NOVEMBER 30, 2012 AND SHALL TERMINATE OR EXPIRE, WITH RESPECT TO THE HE1fN5 All.9111E SA SITE, ON THE SITE EXPIRATION DATE OR TECHNICAL CLOSING DATE, AS TACOUk - RESERVING: MINERALS APPLICABLE, AND AS DETERMINED IN ACCORDANCE WITH THE MPL AND THE MA, RECORDED: MARCH 29, 1944 AND SEPTEMBER 7, 1961 BUT IN NO EVENT LATER THAN DECEMBER 31, 2049 RECORDING NOS.: 210779 AND 329609 DATED: NOVEMBER 22, 2013 SURVEYOR NOTATION:TRACT DEED CONVEYNG PROPERTY TO THE CITY OF FORT ANGELES, RECORDED: APRIL 2, 2014RECORDING NO.: 2014 1306666 F&MONIVG MNERAL RIGHTS PROPERTY MAY BE SUBJECT TO THE TERMS AND COND=N8 OF AFFECTS: LOT LL, BLOCK 154 THESE N3TRUMENTS. 3. RESERVATIONS AND EXCEPTIONS, INCLUDING THE TERMS AND CONDITIONS SURVEYOR NOTATION: LEASE PROPERTY TO T-MOBLE WEST TOWER LLC AND CCTMO LLC THEREOF. NOTED AS LOT 11, BLOCK 154, TOWNSITE OF PORT ANGELES, CLALLAM COUNTY, RESERVING: MINERALS WASHINGTOK STUATED N THE COUNTY OF CLALLAM, STATE OF WASFMTOI*THIS RECORDED: APRIL 12, 1971 P NT BACK TO MEMORANDUM I�TRUMENT NO.2000-1049410(RB�R TO]ITEM RECORDING NO.: 402339 4).APPROXIMATE LOCATION SHOWN FELON. SURVEYOR NOTATION:STATUTORY WARRANTY DEED CONVEYNG PROPERTY TO THE CRY OF PORT ANGELES, RESERVING MINERAL RIGFTS. PROPERTY MAY BE SUBJECT TO THE TERMS AND SURVEYOR NOTATIOP: PROPERTY PER THE LESSOR'S LEGAL DESCRIPTION AS NOT®ON CPM PROJECT Nil., 5881 OONDRK)NIS OF TFI3� SHEET SV-5 AND PURSUANT TO THE QED TO TILE REPORT INDICATES LOTS N THE FINAL TOWNSITE OF PORT ANGELES.THERE IS NO NOTAIX^ OR DOCUMENTATION PROVIDED, w DATE DIC DESCRIPTMN 4. LEASE AND THE TERMS AND CONDITIONS THEREOF. �{�A THE STREETS AND ALLEYS SHOWN ON SAD TOWNSITE OF PORT ANGELES. NO o os-�s-I4 S1iW suRVEY REVIEW LESSOR: CITY ST PORT ANGELES CERTIFICATION MADE REGAFDNG STREET AND/OR ALLEY AREAS LESSEE: VOICESTREAM PCS BTA I CORPORATION, A DELAWARE CORPORATION, AS AGENT FOR COOK SUBMITTAL INLET VOICESTREAM PV/SS PCS, L.P., A DELAWARE LIMITED PARTNERSHIP M DATE DIC DESCRWnM TERM: AUGUST 1, 2000 AND SHALL RUN FOR FIVE (5) YEARS TERMINATING ON JULY 31, 2005. THE CITY AND LESSEE AGREE TO ENTER INTO TWO FIVE (5) YEAR RENEWAL TERMS OF THIS LEASE, PROVIDED THAT LESSEE SHALL NOTIFY THE CITY SITE NAME NO LESS THAN 180 DAYS, OR MORE THAN 210 DAYS, PRIOR TO THE EXPIRATION OF WA1 LAURIDSEN EACH FIVE YEAR TERM OF ITS DESIRE TO RENEW THE LEASE PORT ANGELES DATED: APRIL 12, 2000 RECORDED: JULY 11, 2000 RECORDING NO.: 2000 1049410 AFFECTS: LOT 11, BLOCK 154 A j�jA SITE ADDRESS 7303 WEST 8TH STREET •'•OF IYAShrr••, PORT ANGELES,WA 98362 SURVEYOR NOTATKM:LEASE PROPERTY TO V0110ESTREAM PCS BTA NOT®AS LOT 11, BLOCK 154 TOWNSITE OF PORT ANGELES, CLALLAM COUNTY, WASFNGTON.SITUATED N THE COUNTY - ( SHEET TITLE OF CLALLAM, STATE OF WASHINGTON. APPROXIiAATE LOCATION SHOWN HERE-ON. C o TITLE NOTATION 41296 : w ORDER NO. 118534 �s'S•��GXSTEg:�9.•�� l0�'AL LAl3� SHEET NO. 9/25/14 SV-7 - DRAWING LEGEND SUBJECT PROPERTY LINE ADJACENT PROPERTY LINE veriZOnwireieSS / ADJACENT ZONING / LEASE AREA ACCESS EASEMENT RS 11-RESIDENTIAL COAX COAX ROUTE 4r \ SINGLE FAMILY ADJACENT ZONING �Q �—(E)TREE(TYP) AQP F FIBER ROUTE RS11-RESIDENTIAL y �. SINGLE FAMILY O NNI Q P POWER ROUTE 4:11 F/P FIBER/POWER ROUTE \ 110J \ yOJ OVERHEAD UTILITIES EXISTING FENCE I d15'J Cascadia PM (E)ADJACENT 3322 SOUTH BAY ROAD NE OLYMPIA. PROPERTY LINE(TYP) PH06 360:38.8 02 X-X.X ELEVATION MARKER (E)SUBJECT 1. PROPERTY LINE(TYP) ADJACENT ZONING XVECTOR RS11-RESIDENTIAL SECTION MARKER b_ X-X.X SINGLE FAMILY • ^ • 1 ^ ■ ■ n • - �, / �(E)BALL FIELDS, *FSlsT COMMON ABBREVIATIONS / ys (E) EXISTING (E)BUILDING ` r- / Q (N) NEW PROPOSED ABBREVIATIONS CONTINUED O / (E)PLAYGROUND \ \ ON SHEET GN-4 1 O � (TYP) TYPICAL (E)PAD MOUNTED CL (E)94'-2"TALL LIGHT TRANSFORMER; \ \\ POLE POWER SOURCE L4, \ NOTE: 41725 (E)FIBER VAULT;/ \ Q V FIBER SOURCE \ SITE PLAN DERIVED FROM:EXISTING DRAWINGS,GIS,AERIAL � AL c J. �, Q IMAGES AND SITE PHOTOS. SS+jONAL�G / (E)ASPHALT ; �- r (E)BASKETBALL COURT `\ \ \\ 1/28/15 y WALKING PATH I CPM PROJECT NO.: 7741 \\ y 1 PRELIMINARY \�E)PARKIN / /r_ r\� \ I , / \ LE. DATE D/C DESCRIPTION \ APPROX.LOCATION OF UG POWER / 0 12-17-14 JG/JS 90%CD REVIEW \ \ 1 01-20-15 JG/MS CPM COMMENT ROUTE FROM PAD MOUNTED / \\ TRANSFORMER TO(N)UTILITY H-FRAME 2 01-20-15 JG/MS CLIENT COMMENT`/ � � � ^•� �j (PENDING RECEIPT OF FINAL UCR) SUBMITTAL \ \\ PG (N)6'-0"TALL CHAINLINK FENCE / / �� \ / N0. DATE D/C DESCRIPTION OO \ \" .. WITH BARBED WIRE AND SIGHT 0 01-30-15 JG/MS BP SUBMITTAL OBSCURING SLATS �" \� \ VERIZON WIRELESS PROJECT AREA \ SEE SHEET A-2,0 / q� \, SITE NAME (E)TENNIS COURTS / ADJACENT ZONING LAURIDSEN \ TAX ID NO:063000015350 / RS11-RESIDENTIAL / TAX ID NO.: AREA:17.9 ACRES / / SINGLE FAMILY \ \ INGRESS/EGRESS FROM / ADJACENT ZONING WEST 8TH ST , 063000015350 \ RS11-RESIDENTIAL / SINGLE FAMILY \ ,` OF APPROXIMATE LINE OF TREE CANOPY(TYP) � / \ SITE ADDRESS / 1303 WEST 8TH STREET PORT ANGELES,WA 98362 SHEET TITLE JA� ,6.45' OVERALL y� ADJACENTZONING FFr\ \\ �y / NI SITE PLAN / RS11-RESIDENTIAL \ TN MN SINGLE FAMILY W E SHEET NO. i 1-1S SCALE:1"=120'-0"(11X17) 0' 60' 120' 240' A-1 .0 1 OVERALL SITE PLANSCALE:1"=60'-0"(22X34) NOTES: 1 Pip 1. PM/GC TO VERIFY PAINTING REQUIREMENTS WITH \ / JURISDICTION PRIOR TO ORDERING SUPPORT ✓ - STRUCTURES.ATTACHMENTS,ANTENNAS,AND OTHER verizonwireiess (3)(N)VERIZON WIRELESS PANEL 1,3,4 APPURTENANCES. ANTENNAS WITH ANCILLARY EQUIPMENT A-5.0 MOUNTED TO(E)94'-2"LIGHT POLE 2. CONTRACTOR TO VERIFY(N)SECTORS&AZIMUTHS WITH RF ENGINEER PRIOR TO INSTALLATION. / 3. PRIOR TO MATERIALS PROCUREMENT CONTRACTOR TAX ID NO:063000015350 SHALL FIELD VERIFY CONDITION OF STRUCTURE AT AREA:17.9 ACRES PROPOSED MOUNTING LOCATION TO ENSURE EXISTING \\ CONDITIONS ARE SUITABLE AT SPECIFIED ELEVATION. C1SC1U1cZ PM 3322 SOUTH BAY ROAD NE \ (N)UNDERGROUND HYBRID CABLE OLYMPIA,WA 98506 RUNNING TO(E)LIGHT POLE PH:360.438.8002 y��9' (E)6'-0"TALL CHAINLINK FENCE p / / / / \ /// a v` ECTOR (E)FIBER VAULT;FIBER / (E)ASPHALT SOURCE WALKING PATH .LOCATION OFFIBER / ROUTE aJ / 16p ROUTE TO(N)UTILITY H-F-FRAME � �, � �► (E)LINE OF TREE CANOPY / ,i" / "� P N � � I�O� CL (E)TREE T_P Q REMOVEDOBE LL), q7 AL OSSfONAL�I�G e?• / (N)12'-0"WIDE DOUBLE 1/28/15 SWING ACCESS GATE r CPM PROJECT NO.: 7741 I / APPROX.LOCATION OF PRELIMINARY POWER/ / \\ POWER/ROUTE FROM PAD o, MOUNTED TRANSFORMER NOI DATE D/C DESCRIPTION / -7n /` O \ TO(N)UTILITY H-FRAME 0 12-17-14 1 JG/JS 1 90%CD REVIEW / C) (E)OTHER CARRIER / l� 1 01-20-15 JG/MS CPM COMMENT 0' O EQUIP.COMPOUND / a.'l 2 01-20-15 JG/MS CLIENT COMMENT FN / \ \\\ SUBMITTAL / / \ \✓J y \ '—�/ NO. DATE D/C DESCRIPTION I (N)VERIZON WIRELESS 30KW 0 01-30-15 JG/MS BP SUBMITTAL DIESEL GENERATOR MOUNTED TO 5'-0"X 9'-0"CONCRETE PAD I / (N)VERIZON WIRELESS \ o EQUIPMENT CABINETS MOUNTED TO T-9"X 19'-0"CONCRETE PAD \\ \�, SITE NAME (N)VERIZON WIRELESS H-FRAME WITH LAURIDSEN METER BASE AND UTILITY CABINETS / \ / TAX ID NO.: X \ (N)20'-0"X 20'-0"CHAIN-LINK FENCED 063000015350 LEASE AREA WITH BARBED WIRE AND GREEN PRIVACY SLATS k SITE ADDRESS 1303 WEST 8TH STREET PORT ANGELES,WA 98362 � \ (N)GRAVEL \ ��? COMPOUND SHEET TITLE IN, - ,6.46 ENLARGED (E)ASPHALT TNN(MN SITE PLAN WALKING PATH r 1 � \-, � __--------- �_ � � W E SHEET NO. / —166' S 1 ENLARGED SITE PLAN SCALE:1/8"=1'-0"(1,X17) 4' B' 16' SCALE:1/4"=i'-0"(22X34) (N)UNDERGROUND HYBRID CABLE - 1 RUNNING TO(E)LIGHT POLE I verI70nwireless (E)FIBER VAULT;FIBER 1 SOURCE APPROX.LOCATION OF UG FIBER ROUTE TO(N)UTILITY H-FRAME I Cascadia PM (E)OTHER ER EQUIP.COMPOUND 3322 SOUTH BAY ROAD NE (E)TREE TO BE REMOVED I (N)12'-0"WIDE CHAINLINK / OLYMPIA.WA 98506 GATE W/(N)VERIZON 1 P� PH:360.438.8002 LL A-9.0 / I WIRELESS SIGNAGE /P *ECTOR \ o0 Lu I O 04 0 v 1 0 j w (N)GRAVEL COMPOUND (LEASE AREA TO BE RAISED r� �T,_41725 U �x ' I / V-0"WITH GRAVEL BALLAST _ /� ORAL G r T o �r " `ssfoNALEt� N ,� 1/28/15 3'-0" m / A / FCPM PROJECT NO.: 7741 S-11" �F� f�� rrFF 3-0a PRELIMINARY NO. DATE D/C DESCRIPTION /, m y I 12-17-14 JG/JS 90%CD REVIEW 1 01-20-15 JG/MS 1 CPM COMMENT 2 01-20-15 JG/MS CLIENT COMMENT I SUBMITTAL (N)20'-0"X 20'-0"X 6'-0"TALL CHAINLINK 77 1-4 FENCE WITH BARBED WIRE AND DARK / o 0 GR0 GREEN VINYL SIGHT OBSCURING SLATS I / y n -c NO. DATE D/C DESCRIPTION 1 (N)VERIZON WIRELESS 30KW 0 01-30-15 JG/MS BP SUBMITTAL 9 DIESEL GENERATOR MOUNTED TO 5'-0"X 9'-0"CONCRETE PAD A 8.1 (N)VERIZON WIRELESS " r ` SITE NAME o @44� EQUIPMENT CABINETS MOUNTED o TO 7'-9"X19'-0"CONCRETE PAD LAURIDSEN o W ® ® i TAX ID NO.: (N)GPS ANTENNA MOUNT TO \ 9 063000015350 / EQUIPMENT CABINET o (N)OUTDOOR LED FLOOD LIGHTS; LOCATE AS REQUIRED(TYP OF 3) SITE ADDRESS i b 9 T 1303 WEST 8TH STREET (N)4'-0"WIDE CHAINLINK f 1 GATE W/(N)VERIZON \ "-� (N)UTILITY H-FRAME;METER i 3 PORT ANGELES.WA 98362 - _ BASE W/DISCONNECT,ILC, WIRELESS SIGNAGE \ < A-7.0 E-3.0 (E)ASPHALT A WALKING PATH FIBER CABINET&SAFETY BOX V - v SHEET TITLE @@SUPPRESSOR(N)VERT WIRELESS F GROUND-LE-LE VEL SURGE _ APPROX.LOCATIONOFUG � I6ENLARGED MOUNTED TO c 1 0 POWER/ROUTE FROM PAD H-FRAME I MOUNTED TRANSFORMER \ rIVN EQUIP. PLAN TO(N)UTILITY H-FRAME MN — ---HYBRID --� 20-0 / \ f SHEET NO. �� c S LEASE AREA SCALE:1/4"=V-D"(11X17) 0' 2' 4' 8' A-2. 1 1 ENLARGED EQUIPMENT PLAN SCALE:1/2"=1'-0"(22X34) mmommi r NOTE: NOTE: 1. TOWER STRUCTURAL ANALYSIS TO BE (E)OTHER CARRIER 1. TOWER STRUCTURAL ANALYSIS TO BE E OTHER CARRIER ANTENNAS TIP HEIGHT PERFORMED BY OTHERS.VERIZON WIRELESS ANTENNAS TIP HEIGHT PERFORMED BY OTHERS.VERIZON WIRELESS \\✓// 94'-2"AGL - INSTALLATION SHALL NOT START UNTIL 94'-2"AGL - INSTALLATION SHALL NOT START UNTIL ENGINEER RECEIVES COPY OF APPROVED ENGINEER RECEIVES COPY OF APPROVED veri�nwirereSS STRUCTURAL ANALYSIS OR ASSESSMENT. E TOP OF LIGHT POL STRUCTURAL ANALYSIS OR ASSESSMENT. E TOP OF LIGHT POLE 94'-2"AGL 94'-2"AGL (E)OTHER CARRIER PANEL �• (E)OTHER CARRIER PANEL ANTENNAS(TYP) ANTENNAS(TYP) (E)OTHER CARRIER (E)BOTTOM OF OTHER (E)OTHER CARRIER (E)BOTTOM OF OTHER CARRIER RRUS _ i RRU ARRAYS CARRIER RRUS �r .:1 RRU ARRAYS Cascadia PM 82' (N) 82' GL (N)VERIZON WIRELESS ANTENNA TIP HEIGHT (N)VERIZON WIRELESS / 80'-0"AGL (N)VERIZON WIRELESS PANEL ANTENNAS / (t�-VERIZON WIRELESS PANEL ANTENNA 3322 SOUTH BAY ROAD NE (TYP OF 1 PER SECTOR,TOTAL OF 3) ANTENNA TIP HEIGHT �/ (TYP OF 1 PER SECTOR,_TOTAL OLYMPIA,WA 98506 FLUSH-MOUNTED TO(E)LIGHT POLE 80'-0"AGL FLUSH-MOUNTED TO(E)LIGHT POLE PH:360.438.e002 (6)(N)VERIZON WIRELESS RRU'S AND(1) (6)(N)VERIZON WIRELESS RRU'S AND(1)(N)SURGE (N)SURGE SUPPRESSOR,FLUSH-MOUNTED SUPPRESSOR,FLUSH-MOUNTED BELOW ANTENNAS TO(E)LIGHT 1� ��^�O� BELOW ANTENNAS TO(E)LIGHT POLE POLE GAMMA SECTOR USES SITE PRO MODEL#DAC DOUBLE (1��7 (E)TOP OF F OD ANTENNA CLAMP FOR ANTENNA,RRU AND SURGE PROTECTOR e n 91 n e e R e (E)TOP OF FLOOD LIGHTS LIGHTS 69'-9"AGL ^ 69'-9"AGL pp" (E)FLOOD LIGHTS (E)FLOOD LIGHTS = j r x04 O (E)95'-0"LIGHT POLE w _ ! p 441725 � Q _ (E)LINE OF TREE CANOPY;TREES `rsIONALti� \ TO BE REMOVED AS REQUIRED 7-31-15 i CPM PROJECT NO.: 7741 (E)95'-0"LIGHT POLE _ / jPRELIMINARY p \\ NO. DATE D/C DESCRIPTION (E)LINE OF TREE CANOPY;TREES m TO BE REMOVED AS REQUIRED / = 1� (N)20'-0"X 20'-0"X BA TALL �`\,/ 0 12-17-14 JG/JS 9011,CD REVIEW eCHAINLINK FENCE WITH BARBED 1 01-20-15 JG/MS CPM COMMENT A 6 0 WIRE AND DARK GREEN VINYL 2 01-20-15 JJGIMSJ CLIENT COMMENT p SIGHT OBSCURING SLATS SUBMITTAL m } NO.-8.0 A-8.1 DATE D/C DESCRIPTION BP COMMENTS 2 07-10-15 CL/CL BP COMMENTS } (N)UTILITY H-FRAME; 3 07-31-15 JS/JS BP COMMENTS = 1 3 METER BASE W/ A-7.0 E-3.0 DISCONNECT,ILC,FIBER CABINET&SAFETY BOX SITE NAME j (N)VERIZON WIRELESS LAURIDSEN 1 3 (N)UTILITY H-FRAME; = p 1 1� 30KW DIESEL GENERATOR A-7.0 E-3.0 METER BASE W/ AMOUNTED TO 5'-0"X 9'-0" DISCONNECT,ILC,FIBER y CONCRETE PAD CABINET&SAFETY BOX = TAX ID NO.: (N)20'-0"X 20'-0"X 6-0"TALL e 063000015350 1 CHAINLINK FENCE WITH BARBED WIRE AND DARK GREEN VINYL A-6 0 mSIGHT OBSCURING SLATS } qe (N)VERIZON WIRELESS _ EQUIPMENT CABINETS A 4.0 MOUNTED TO T-9"X 19'-0" SITE ADDRESS (N)VERIZON WIRELESS >_ CONCRETE PAD 1303 WEST 8TH STREET 1 1-4 (N)VERIZON WIRELESS EQUIPMENT CABINETS 4 = (� PORT ANGELES,WA 98362 A 8.0 A-8.1 30KW DIESEL GENERATOR MOUNTED TO T-9"X 19'-0" A 00 MOUNTED TO 5'-0"X 9'-0" CONCRETE PAD / CONCRETE PAD p (E)OTHER CARRIER EQUIP.COMPOUND \ co \ / SHEET TITLE co NORTH AND WEST — _ (E)ASPHALT WALKING PATH 1-71I ELEVATIONS i "•;+ `� 1 i � � 3 i� II E GRADE 160.9'AMSL _-_ E GRADE 160.9'AMSL i; -- 0'-0"AGL 0'-0'AGL SHEET NO. HYBRID HYBRID HYBRID HYBRID HYBRID (E)OTHER CARRIER EQUIP. COMPOUND A 3.O SCALE:3/32"=V-0"(11X17) 0' 10' 20' SCALE:3/32"=V-0"(11X17) 0' 10' 20' 1 1 NORTH ELEVATION SCALE:3/16"=1'-0"(22X34) 2 WEST ELEVATION SCALE:3/16"=,'-0"(22X34) NOTE: NOTE: 1. TOWER STRUCTURAL ANALYSIS TO BE (E)OTHER CARRIER 1. TOWER STRUCTURAL ANALYSIS TO BE E OTHER CARRIER ANTENNAS TIP HEIGHT PERFORMED BY OTHERS.VERIZON WIRELESS ANTENNAS TIP HEIGHT PERFORMED BY OTHERS.VERIZON WIRELESS 94'-2"AGL INSTALLATION SHALL NOT START UNTIL 94'-2"AGL INSTALLATION SHALL NOT START UNTIL \/ ENGINEER RECEIVES COPY OF APPROVED ENGINEER RECEIVES COPY OF APPROVED ver� nw;reiess STRUCTURAL ANALYSIS OR ASSESSMENT. E TOP OF LIGHT POL STRUCTURAL ANALYSIS OR ASSESSMENT. E TOP OF LIGHT POLE 94-2"AGL 94'-2"AGL (E)OTHER CARRIER PANEL (E)OTHER CARRIER PANEL ANTENNAS(TYP) ANTENNAS(TYP) (E)OTHER CARRIER (E)BOTTOM OF OTHER (E)OTHER RIER (E)BOTTOM OF OTHER CARRIER RRUS RRU ARRAYS CARRIER RRUS RRU ARRAYS 82'-9"AGL 82'-9"AGL Cascadia PM (N)VERIZON WIRELESS PANEL ANTENNAS (N)VERIZON WIRELESS PANEL ANTENNAS\\\� 3322 SOUTH BAY ROAD NE (N VERIZON WIRELESS ANTENNA TIP HEIGHT (N)VERIZON WIRELESS P PERSECTOR,T A F 3 OLYMPIA,WA 98506 _ (TYP OF 1 PER SECTOR,TOTAL OF 3 (TY OF 1 E TOTAL O ) 79'-0"AGL ) ANTENNA TIP HEIGHT `- PH:360.438.6002 FLUSH-MOUNTED TOE LIGHT POLE FLUSH-MOUNTED TOE LIGHT POLE 79'-0"AGL (3)(N)VERIZON WIRELESS RRU'S AND(1) (3)(N)VERIZON WIRELESS RRU'S AND(1)(N)SURGE (N)SURGE SUPPRESSOR,FLUSH-MOUNTED SUPPRESSOR,FLUSH-MOUNTED BELOW ANTENNAS TO(E)LIGHT BELOW ANTENNAS TO(E)LIGHT POLEPOLE(GAMMA SECTOR USES SITE PRO MODEL#DAC DOUBLE p `FE_r (E)TOP OF FLOO ANTENNA CLAMP FOR ANTENNA,RRU AND SURGE PROTECTOR (E)TOP OF FLOOD LIGHTS LIGHTS e n e i n e e w e 69'-9"AGL �/ U 69,_9,AGL / (E)FLOOD LIGHTS (E)FLOOD LIGHTS CD CVIS ,Jo o. (E)95-0 LIGHT POLE w AL AL� m i SSI Vt G ,1 = (E)LINE PY;TREES TO BEOREMOV D ASF TREE OREQUIRED / 11/28/15 ONAL r I CPM PROJECT NO.: 7741 (E)95'-0"LIGHT POLE PRELIMINARY i NO. DATE D/C DESCRIPTION (E)LINE OF TREE CANOPY;TREES (N)20'-0"X 20'-0"X 6'-0"TALL l / 0 12-17-14 JG/JS 90%CD REVIEW TO BE REMOVED AS REQUIRED ,� CHAINLINK FENCE WITH BARBED b 1 D1-20-,5 JG/MS CPM COMMENT WIRE AND DARK GREEN VINYL 2 01-20-15 JG/MS CLIENT COMMENT SIGHT OBSCURING SLATS SUBMITTAL NO. DATE D/C DESCRIPTION 0 01-30-15 JG/MS BP SUBMITTAL (N)UTILITY H-FRAME; l > 1 3 METER BASE W/ V = A-7.0 E-3.0 DISCONNECT,ILC,FIBERIf CABINET&SAFETY BOX X SITE NAME } (N)VERIZON WIRELESS 1 3 (N)UTILITYH-FRAME; 1.4 30KWDIESELGENERATOR LAURIDSEN A-7.0 E-3.0 METER BASE W! ,_ `�' o A-8.0 A-8.1 MOUNTED TO 5'-0"X 9'-0" DISCONNECT,ILC,FIBER m CONCRETE PAD CABINET&SAFETY BOX �x TAX ID NO.: (N)20'-0"X 20'-0"X 6'-0"TALL CHAINLINK FENCE WITH BARBED '4 063000015350 IRE WIRE AND DARK GREEN VINYL A-6.0 co SIGHT OBSCURING SLATS@.OUNTED (N)VERIZON WIRELESS EQUIPMENT CABINETS TO T-9"X 19' SITE ADDRESS (N)VERIZON WIRELESS oa CONCRETE P 1303 WEST 8TH STREET 1 ,4 (N)VERIZON WIRELESS EQUIPMENT CABINETS ^ PORT ANGELES,WA 98362 30KW DIESEL GENERATOR MOUNTED TO T-9"X 19'-0"@ ^ MOUNTED TO 5'-0"X 9'-0" \ CONCRETE PAD CONCRETE PAD (E)OTHER CARRIER EQUIP.COMPOUND /. SHEET TITLE — V - NORTH AND WEST ,' (E)ASPHALT ELEVATIONS = WALKING PATH G if E GRADE 160.9'AMSL E GRADE(160.9'A MSL 0'-0" Im. AGL 0'-0"AGL - HYBRID----- HYBRID HYBRID HYBRID HYBRID SHEET NO. (E)OTHER CARRIER EQUIP. COMPOUND A-3.0 1 NORTH ELEVATION SCALE 3/32"=,'-D"(„X,7) ° '°' 2D' 2 WEST ELEVATION SCALE:3/32"=,'-0"(11X17) 0' 10' 20' SCALE:3/16"=,'-0”(22X34) SCALE:3/16"=1'-0"(22X34) OUTDOOR FLEXENT MODULAR CELL 4.0/4.OB PRIMARY CABINET COMMSCOPE-RBA72-36 WITH HEAT EXCHANGE TOP SOLAR SHIELD BATTERY CABINET 48V,VRLA/TEC /- veru onwireless HEAT EXCHANGER v -I ELI 35.4,. 36.0° _ Cascadia PM • -�- 3322 SOUTH BAY ROAD NE o o� OLYMPIA,WA 98506 cli m PH:360.438.8002 0 C? rN oQ o v °0° o >TCTOR A(D 0 AT— FRONT VIEW / SIDE VIEW TOP VIEW 2"HUB!COUPLING FRONT VIEW SIDE VIEW TOP VIEW WF7S EQUIPMENT CABINETS HEAT 0y '1 CENTERED&ANCHORED ON EXCHANGER I-BEAMS-SEE 4/A-4.0(TYP) x Lu 1725 AL G PSCALE: CALE:NTS(11XNTS(22X17)) SCALE:NTS(11X17) s`rtONAL � 1 OUTDOOR PRIMARY EQUIPMENT CABINET 2 OUTDOOR BATTERY CABINET SCALE: 1/28/15 CPM PROJECT NO.: 7741 VERIZON WIRELESS EQUIPMENT INFORMATION NOTES: PRELIMINARY 1. ATTACH(N)EQUIPMENT CABINETS TO STEEL I-BEAMS NO.1 DATE ID/CDESCRIPTION EQUIPMENT DIMENSIONS WEIGHT WITH(4)1/2"0 A307 BOLTS,ONE EA.CORNER EA.CABINET 0 12-17-14 JG/JS 90%CD REVIEW LUCENT MODCELL -SEE EQUIPMENT SPECIFICATIONS FOR LOCATIONS& 1 101-20-151JG/MSI CPM COMMENT 4 OB 72"H X 35.4"W X 40"D 1,090 lbs VERIFY W/MANUFACTURER'S SPECIFICATIONS. 2 01-20-15 JG/MS I CLIENT COMMENT OUTDOOR ERICSSON RBS 6101 COMMSCOPE RBA72-36 72"H X 36"W X 39"D 3900 lbs 2• CONDUIT STUB UP LOCATIONS FOR ELECTRICAL,TELCO,& SUBMITTAL BATTERY CABINET GENERATOR TO BE DETERMINED BY VERIZON ERICSSON 6101 REPRESENTATIVE!CONTRACTOR. N0. DATE D/C DESCRIPTION W/BBU 77"H X 28"W X 26"D 915 lbs 0 01-30-15 JG/MS BP SUBMITTAL VERIZON WIRELESS GENERATOR INFORMATION MTU 30kW W/2111 1 92"H X 110"W X 40"D 4(WE Ibs(WET) GALLON DIESEL TANK SITE NAME (2)W6X20 STEEL[-BEAMS W/1/4"THICK STIFFENER PLATES BOTH ENDS – LAU R I DS E N y- OF BEAM W/3/16"FILLET WELD ALL AROUND AT 6"FROM EA.END AND AT T-0"O.C.MAX.FULL LENGTH OF BEAM ANCHORED TO(N)CONC.PAD AS 6"CONC.SLAB W/THICKENED EDGES REQ'D;ATTACH I-BEAMS TO CONC.PAD W/5/8"HILTI KWIK BOLT-TZ (BROOM FINISH)TYP.REINF.W/#4 @ 12" o STAINLESS STEEL EXPANSION ANCHORS.W/4"EMBED BOTH SIDES OF O.G.EA.WAY AT SLAB MID HT.W/T-O"LAP TAX ID NO_ ur7 FLANGE AT 3"FROM EA.END AND AT T-0"O.C. 063000015350 of � 10" 10" 3" N pBATTER' BATTERY SITE ADDRESS PRIMARY• CABINET 1303 WEST 8TH STREET LTE CABINETPRIM ARY CABINET (GROWTH) LTE CABINET CABINET CABINET (GROWTH) PORT ANGELES,WA 98362 (GROWTH) 28.0" / } SHEET TITLE FR_ONT_VIE_W SIDE VIEW TOP VIEW EQUIPMENT 7 DETAILS / m l z ANCHOR CABINETS TO I-BEAM PER 1 2 SHEET NO. MANUFACTURER SPECIFICATIONS -SEE NOTE#1.THIS SHEET 3 OUTDOOR LTE CABINET SCALE:NTS(11X17) 4 EQUIPMENT LAYOUT DETAILS SCALE:NTS(11 X 17) • SCALE:NTS(22X34) r SCALE:NTS(22X34) DEPTH MANUFACTURER: QUINTEL,INC (N)VERIZON WIRELESS PART NUMBER: QS6658-2 RRU'S,FLUSH-MOUNTED 1 � LENGTH: 72.5" BELOW ANTENNAS TO(E) A-5.1 WIDTH: 12.0" LIGHT POLE(TYP OF 3) veriLnwireless DEPTH 9.0" WEIGHT: 79 LBS WEIGHT W/HARDWARE: N/A (N)ALPHA SECTOR = AZIMUTH=270° MOUNTING PIPE DIAMETER:N/A z MOUNTING HARDWARE PART#:N/A (N)BETA SECTOR ulQS6658-2 AZIMUTH=90" 700 MHz/AWS QS6658-2 Cascadia PM 700 MHz/AWS 3322 SOUTH BAY ROAD NE L 3� @FLUSH-MOUNTED (N)VERIZON WIRELESS OLYMPIA,WA 88506 SURGE SUPPRESSOR, PH:360.438.8002 BELOW SIDE VIEW FRONT VIEW ANTENNAS TO(E)LIGHT POLE(USING SITE PRO O MODEL#DAC DOUBLE (N)(N)VERIZON WIRELES ANTENNA CLAMP) S ,�/ECTOR 1,3,4 / WIDTH ANTENNAS(TYP OF 1 PER SECTOR,TOTAL OF 3) A-5.0 c n • i n e e R e TOP VIEW ANTENNA NOTES: CABLE NOTES: o D z 1. COAX/HYBRID CABLE LENGTHS ARE APPROXIMATE.CONTRACTOR TO m CO 1. REFERENCE OWNERS MANUAL FOR CONNECTION AND MOUNTING FIELD VERIFY LENGTHS PER FINAL CONFIGURATION AND STRUCTURE =m c D INFORMATION FOR AMPLIFIER IF REQUIRED. MOUNTED ROUTING. v^ _3 ti 2. CONTRACTOR SHALL VERIFY FINAL ANTENNA AZIMUTHS W/CLIENT 2. ALL COAXIAL/HYBRID CABLE INSTALLATION SHALL CONFORM TO D 1645° N �p REPRESENTATIVE PRIOR TO COMMENCING INSTALLATION. CURRENT VERIZON WIRELESS STANDARDS. U) 3. PRIOR TO MATERIALS PROCUREMENT CONTRACTOR SHALL FIELD VERIFY 3. ALL COAXIAL/HYBRID CABLE CONNECTIONS TO BE WEATHERPROOFED. - SUITABILITY OF ANTENNA MOUNT AT SPECIFIED ELEVATION. 4. CONTRACTOR TO PROVIDE DRIP LOOPS IN CABLES AND JUMPERS °p TN j MN X 4. IF REQUIRED,PAINT TO MATCH THE EXISTING STRUCTURE AND/OR BLEND WHERE NECESSARY.ALL COAXIAL/HYBRID CABLES TO BE MARKED wV WITH THE SURROUNDING AREAS USING NON-REFLECTIVE PAINT. WITH COLOR CODED TAPE TO INDICATE THE ANTENNA SECTOR. W E 41725 v , 5. COLORED ELECTRICAL TAPE SHALL MARK EACH END OF CABLE AND 0 AL G EACH END OF JUMPERS AS CLOSE TO EACH END AS POSSIBLE,(NOT TO INTERFERE WITH WEATHERPROOFING). S `rSIONALE� 1 PANEL ANTENNA SPECIFICATIONS SCALE:NTS(11X17) 2 ANTENNA PLAN SCALE:NTS(11X17) 1/28/15 SCALE:NTS(2 2X34) SCALE:NTS(22X34) CPM PROJECT NO.: 7741 PRELIMINARY NO. DATE 1 D/CDESCRIPTION (E)LIGHT POLE 0 12-17-14 JE'JS 90%CD REVIEW (N)ANTENNA MOUNT WITH 1 01-20-151JG/MSI CPM COMMENT MECHANICAL DOWN TILT 2 01-20-15 LIGIMSICLIENT COMMENT ANTENNA INFORMATION AND CONFIGURATION SUBMITTAL NO DATE I D/C DESCRIPTION (N)VERIZON WIRELESS SECTOR MODEL&FREQ. TMA RRU A2 UNIT DT AZIMUTH TIP HEIGHT CABLE COAX CABLE 0 01-30-15 JG/MS BP SUBMITTAL LENGTH ANTENNA ALPHA HTXCW451619x000(700/AWS) NO YES YES 0° 270` 79'-0" (1)1.09"HYBRID (4)718"COAX 180'-0" BETA HTXCW451619x000(700/AWS) NO YES YES 0° 90° 79'-0" (1)1.09"HYBRID (4)7/8"COAX 180'-0" NOTES: (N)FLUSH COLLAR MOUNT 5 GAMMA HTXCW451619x000 700/AWS) NO YES YES 0° 180° 79'-0" (1)1.09"HYBRID (4)7/8"COAX 180'-0" SITE NAME -VERIFY ANTENNA A-5.i LAU R I D S E N MOUNTING WITH GPS I LUCENT,KS24019-L112A N/A N/A N/A N/A ±180° 12'-0" — 1/2"COAX — TOWER STRUCTURAL -(N)JUMPER W/10" (N)2-3/8"O.D.MIN.ANTENNA TAX ID NO.: MIN.RADIUS ON DRIP PIPE MOUNT(TYP) RRU W/A2 SPECS. 063000015350 LOOP;ALL JUMPERS FREQ.AND BANDS MODEL# NOTES: TO BE SECURED AS RRU(AWS B4) KRC161349 1. CONTRACTOR TO VERIFY WITH VERIZON WIRELESS RF ENGINEER REQ'D W/(N)CABLE A2(AWS 64) KRC161290 THE ANTENNA COUNT AND CONFIGURATION REFLECTED IN THIS SUPPORTS,TYP. (N)RRU AND A2 W/MOUNTING TABLE PRIOR TO MATERIALS PROCUREMENT. BRACKET TOP AND BOTTOM RRU(PCS B2) KRC161299 SITE ADDRESS A2(PCS B2) KRC161286 2. SEE SHEET A-5.1 FOR ADDITIONAL RRU DETAILS. 1303 WEST 8TH STREET AT GAMMA SECTOR ONLY,SITE PRO MODEL#DAC RRU(700 B13) KRC161456 PORT ANGELES,WA 98362 (N)SURGE PROTECTION DOUBLE ANTENNA CLAMP USED FOR ANTENNA, A2(700 B13) KRC161464 UNIT W/MOUNTING RRU AND SURGE PROTECTOR MOUNTING BRACKET TOP AND BOTTOM (N)HYBRID CABLE,SUPPORT HYBRID CABLE SHEET TITLE W/IN 12"OF SURGE PROTECTOR W/HOIST GRIPS PER MFR'S REQUIREMENTS ANTENNA (E)COAX PORT DETAILS SHEET NO. SCALE:NTS(11X17) SCALE:NTS(11X17) A-5.0 3 TYPICAL PANEL ANTENNA & ASSOCIATED EQUIP. MOUNTING SCALE:NTS(11X17) 4 PANEL ANTENNA & COAX/FIBER SCHEDULE SCALE:NTS(11X17) ?� --- V@f%ZOnwireless 3� Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA,WA 98506 20.4" 16.4" PH:360.438.8002 e n e i n G ! R B RRU B13(REMOTE RADIO UNIT) HEIGHT: 19.7" WIDTH: 17.0" Ir A Ir DEPTH 7.2 A2 UNIT RRU 12(REMOTE RADIO UNIT) WEIGHT: 51.0 LBS EIGHT:(4-WAY Rx DIVERS116 ODULE) HEIGHT: 20.4" WIDTH: 15.1" 10 MHz LTE OUTPUT PWR:2X40 W N WIDTH: 18.5" DEPTH 3.3" DEPTH 7.5" WEIGHT: 22.0 LBS WEIGHT: 58.0 LBS TYPICAL RRU INSTALLATION NOTES: 1. RRUS TO BE INSTALLED WITH THE CABLE CONNECTIONS FACING DOWNWARDS. 3 dB UL IMPROVEMENT W 40 MHz LTE OUTPUT PWR:2X60 W 2. ALLOW A MINIMUM OF 39"FREE SPACE IN FRONT OF THE RRUS TO ENSURE SUFFICIENT WORKING SPACE. 4i72S 3. RECOMMENDED RRU INSTALLATION IS TO BE BELOW THE ANTENNAS 4. MINIMUM DISTANCE BETWEEN THE RRU AND AND ANTENNA MUST BE A MINIMUM OF 8". �'QIONAL 1/28/15 SCALE:NTS(11X17) SCALE:NTS(11X17) SCALE:NTS(11X17) 1 RRUS 12 — SPECIFICATIONS SCALE:NTS(22X34) 2 RRUS 13 — SPECIFICATIONS SCALE:NTS(22X34) 3 A2 MODULE — SPECIFICATIONS SCALE:NTS(22X34) CPMPROJECTNO,: 7741 —_-_ PRELIMINARY AT GAMMA SECTOR ONLY,ADD SITE PRO MODEL#DAC DOUBLE ANTENNA NO.I DATE DIC DESCRIPTION CLAMP FOR MOUNTING ANTENNA,RRU AND SURGE PROTECTOR 0 12-17-14 JG/JS 90%CD REVIEW 1 01-20-15 IJG/MSI CPM COMMENT 2 01-20-15 JG/MS CLIENT COMMENT NEHT PLATEVttWR 12611n "1t.H "H.T3 15.73" SUBMITTAL �"V teen-u cr"rTwm nsoaoa N.a %---�\ NO.1 DATE I D/C DESCRIPTION 0 01-30-15 JG/MS BP SUBMITTAL . 0000 I� 4A _ `f N O © '� SITE NAME 0 0 0 DETAILA LAURIDSEN d — .n d1 moa®K..µ.dh TAX ID NO.: 063000015350 10.25" i SITE ADDRESS y 1303 WEST 8TH STREET PORT ANGELES,WA 8362 SURGE SUPPRESSER SPECS: ^ 4 IL a 6 SHEET TITLE DIMENSIONS: 17.34"W x 10.25"D x 21.57"L WEIGHT: 26.9 LBS L + ANTENNA & MFG: RAYCAP ro "amu$ �oA�s" MODEL# RCMDC-3315_PF-48 p10LN ® 0°0�1Y0�""" EQUIP. DETAILS eN9 ..To"i m. aa'u. ni'veearY nm ce. Ton mora�' .. FMA2 :$ _ �` wn n cusromErt ext Taeyzmo� FMA2 R SHEET NO. SCALE.NTS(11X17) SCALE:NTS(11X17) A-5. 1 4 SURGE SUPPRESSORSCALE NTS(22X34) 5 ANTENNA MOUNT ASSEMBLY SCALE NTS(22X34) FENCING CLEAR OPENING 1. ALL FABRIC,WIRE RAILS,POLES,HARDWARE,AND OTHER STEEL WIDTH VARIES(SEE PLAN) MATERIAL SHALL BE HOT-DIPPED GALVANIZED AND CONFORM TO ALL veriZonwireless ASTM REGULATIONS FOR GALVANIZING. BARBED WIRE A 2. THE CONTRACTOR SHALL MATCH THE FENCING HEIGHT,STYLE, (IF REQUIRED) BANDING,BARBED WIRES,SUPPORTS,AND MEASUREMENTS OF THE Lu ro GATE FRAME(TYP) EXISTING FENCE WHERE EVER THE PROJECT REQUIRES THE BARBED WIRE(IF REQUIRED) TOP TENSION WIRE EXTENSION OR MODIFICATIONS OF AN EXISTING FENCED AREA. co CORNER,GATE,END f CORNER,GATE,END OR PULL POST 3. FABRIC SHALL BE 6'-0"HIGH X 2"CHAIN LINK MESH OF NO.9 GAUGE � OR PULL POST - BARBED WIRE BRACE RAIL AT GATE (0.148)WIRE. THE FABRIC SHALL HAVE A TWISTED AND BARBED (IF REQUIRED) FINISH FOR THE TOP EDGES AND A KNUCKLED FINISH FOR THE Cascadia PM RF WARNING SIGN BOTTOM EDGES. FABRIC SHALL CONFORM TO THE SPECIFICATIONS COMPOUND OR OF ASTM A-392 CLASS-1. FACILITY SIDE TOP BRACE RAIL � 3322 SOUTH BAY ROAD NE U STRETCHER BAR STRETCHER BAR 4. BARBED WIRE SHALL BE DOUBLE-STRAND,12 GAUGE TWISTED OLYMPIA,WA 96506 TOP RAIL WIRE,WITH 14 GAUGE 4 POINT ROUND BARBS SPACED AT 5"ON PH:36o.a39.aooz DIAGONAL ROD W/ CENTER. STEEL TURNBUCKLE Y ) Z y EXTERIOR 4"GRAVEL WITH 5. ALL POSTS SHALL BE SCHEDULED 20-GALVANIZED STEEL PIPE OF Z PROJECT 1"ABOVE GEOTEXTILE THE FOLLOWING DIAMETERS:LINE=2-3/8"I CORNER=3"I GATE=3" ,VECTOR Q GROUND AND FABRIC.EXTEND GRAVEL U SLOPE ALL AND GEOTEXTILE TO 1'-0" P 6. EXTEND GATE AND CORNER POSTS 12"INCLUDING THE METAL a n at n n ■ w ■ o AROUND(TYP) OUTSIDE OF FENCE LINE FINISHED GRADE a B DOME CAP TO PROVIDE FOR ATTACHMENT OF THE BARBED WIRE. m TENSION WIRE BOTTOM - FORK LATCH 7. ALL TOP AND BRACED RAIL SHALL BE 1-5/8"DIAMETER SCHEDULE FINISHED GRADE FIN.GRADE TENSION WIRE GATE POST ' WITH LOCK 20 MECHANICAL BRACE,SECURED IN PLACE BY USE OF GATE BRACE _ _ FOOTING /�` DIAGONAL ROD WITH CLAMPS. 1, 11 v. , w z G STEEL TURNBUCKLE Z Z i` Z r 8. GATE FRAMES SHALL HAVE A FULL HEIGHT VERTICAL BRACE AND N 4 v Cnr� O O M z A FULL WIDTH HORIZONTAL BRACE,SECURED IN PLACE BY USE OF °O � 6 NOTICE GATE BRACE CLAMPS. _ C7 Q U U in V M C7 C ci V �� 9. HINGES SHALL BE A MINIMUM of 200 DEGREES WITH A HINGE W , ADAPTER,LATCHES,STOPS AND KEEPERS SHALL BE PROVIDED FOR 41725 Lu '� ALL GATES. THE GUIDE LATCH ASSEMBLY SHALL BE TAMPER PROOF. V Q ww n.m.K..." ALL STOPS AND DOUBLE GATES SHALL HAVE A FULL HEIGHT Oii� 'AL G n 0^a° °"� PLUNGER BAR WITH A METAL DOME CAP. NAL�''� v 10.USE A NO.7 GAUGE ZINC COATED TENSION WIRE AT THE BOTTOM 1/2815 1-0"MI 1-0"MI RF WARNING SIGN OF THE FABRIC,TERMINATED WITH BAND CLIPS AT CORN AND GATEPOSTS. CPM PROJECT NO.: 7741 1 WOVEN WIRE DETAIL SCALE:NTS 2 CORNER POST DETAIL SCALE:NTS 3 SWING GATE DETAIL SCALE:NTS(11X17) 11.USE A 6"X 1/2"EYEBOLT TO HOLD TENSION WIRE AT LINE POSTS. PRELIMINARY SCALE:NTS SCALE:NTS SCALE:NTS(22X34) 12. STRETCHER BARS SHALL BE 3/16 X 3/4"OR HAVE EQUIVALENT N0. DATE DIC DESCRIPTION CROSS SECTION AREA. 0 12-17-14 1 JG/JS 90%CD REVIEW CORNER,GATE,END OR PULL POST 1 01-20-15 JG/MS CPM COMMENT 13. ALL CORNER GATE AND END PANELS SHALL HAVE A 3/8"TRUSS 2 01-20-15 JG/MS CLIENT COMMENT ROD WITH TURNBUCKLES AND BE BRACED WITH ONE 1-5/8" --- _. HORIZONTAL COMPRESSION MEMBER.SECURELY ATTACHED WITH SUBMITTAL TOP STRAND IRON FITTINGS. NO. DATE D/C DESCRIPTION OF BARBED WIRE 14. PROVIDE ALL OTHER HARDWARE NECESSARY TO ATTACH, 0 01-30-15 JG/MS SP SUBMITTAL TENSION,CLIP,BAND,HINGE,FASTEN AND FINISH THE FENCING 0 EXTENSION ARM i.r PROPERLY. •aa _ 15. BARBED WIRE SUPPORT ARMS SHALL BE SCH.40 GALVANIZED D STEEL WITH SET BOLT AND LOCK LOCK WIRE IN THE ARM. S SEE NOTES SITE NAME EXTERIOR 4 FACILITY SIDE CADWELD 2&3 16. ALL POSTS,GATE GUARDS,AND OTHER OPEN PIPES SHALL BE (VERIFY FENCE CAPPED WITH A HOT DIPPED GALVANIZED CAST STEEL DOME CAP. LAU RI DS E N POST DIAMETER) 17. ALL POSTS SHALL HAVE A MINIMUM OF 6"OF CONCRETE UNDER - THE LOWER MOST PORTION TO A MINIMUM OF 8"LARGER THAN THE TAX ID NO.: DIAMETER AT THE FINISHED GRADE. 06300001 5350 1 l A BARBED WIRE SECTION SCALE:NTS f 18. ALL FENCE POSTS SHALL BE SCH.40 GALVANIZED STEEL POSTS SCALE:NTS CADWELD VERIFY FENCE WITH SET BOLT AND LOCK WIRE IN THE ARM. POST DIAMETER(TYP) #2 AWG TBSC ! 19. AT CORNER POSTS,GATE POST,LINE POST,AND SIDE OF GATE SITE ADDRESS �. FRAME,FABRIC SHALL BE ATTACHED WITH STRETCHER AND TENSION#2 AWG TBSC BAND CLIPS AT 1'-3"INTERVALS. 1303 WEST 8TH STREET CABLE TO- \` _ RING GROUND#2 AWG TBSC PORT ANGELES,WA 98362 CADWELD RING GROUND CABLE TO i (MIN 18"BELOW ROUGH GRADE) 20. ATTACH FABRIC TO BRACE RAILS,TENSION WIRE AND TRUSS LOCK BAR #2 AWG TBSC CADWELD RODS WITH THE TIE CLIPS AT L Z'-O"INTERVALS. CENTER BASE - "MUSHROOM"SLEEVE GROUNDING NOTES 21. A MAXIMUM GAP OF 1"WILL BE PERMITTED BETWEEN THE CHAIN SHEET TITLE (EMB.IN CONC.)FOR LINK FABRIC AND THE FINAL GRADE. LOCK BAR 1. VERTICAL POSTS SHALL BE BONDED TO THE RING AT EACH CORNER AND AT EACH GATE POST. AT MINIMUM, 22. GATES SHALL BE INSTALLED SO THAT LOCKS ARE ACCESSIBLE FENCE J.GRADE ONE VERTICAL POST SHALL BE BONDED TO THE GROUND RING IN EVERY 100-FOOT STRAIGHT RUN OF FENCE. DETAILS FROM BOTH SIDES. 2. THE#2 AWG,TBSC,FROM THE RING GROUND SHALL BE CADWELD TO THE POST,ABOVE GROUND. 23. GATE HINGES SHALL HAVE THEIR THREADS PEENED OR WELDED 3. GATE JUMPER SHALL BE#4/0 AWG WELDING CABLE OR FLEXIBLE COPPER BRAIDED FLAT STRAP WITH SLEEVES TO PREVENT UNAUTHORIZED REMOVAL. ON EACH END DESIGNED FOR EXOTHERMIC WELDING. SHEET NO. 24. TOUCH UP ALL SCRAPES,SCRATCHES,MARKS,AND BARE AREAS 4. GATE JUMPER SHALL BE INSTALLED SO THAT IT WILL NOT BE SUBJECTED TO DAMAGING STRAIN WHEN GATE IS WITH A COLD GALVANIZED SPRAY. FULL OPEN IN EITHER DIRECTIONS A-6.0 B GATE STOP DETAIL SCALE: SCALE:NTS 4 FENCE GROUNDING DETAILS SCALE:NTS(22X34)SCALE:NTS(11X17) FENCING NOTES NTS VARIES NOT TO EXCEED 8'-0" veri onwireless P1000 UNI-STRUT ATTACHED TO PIPE W/UNI-STRUT P 1121 PIPE D CLAMP W/SHHSCREW AND Cascadia IPM NUT;SPACE AS REQUIRED PER EQUIPMENT 3322 SOUTH BAY ROAD NE y OLYMPIA.WA 98506 w K NOTE: PH:360.438.8002 a> R CONTRACTOR TO VERIFY EQUIPMENT SPECIFICATIONS N PRIOR TO H-FRAME MATERIALS PROCUREMENT.ALL o I+-FRAME MOUNTED EQUIPMENT TO BE MOUNTED PER x MANUFACTURER SPECIFICATIONS. 3 1/2"LI w v METALIZED/GALVANIZED \\� PIPE WITH CAP >p e n o in e e R a H O 2 - a " 12"0 X 3'-6"CONCRETE PIER W FOOTING(TYP);DEPTH SHALL BE 41725 ,V 3'-6"OR 6"BELOW FROST DEPTH �iiP� L b s`QfONAL 1/28/15 CPM PROJECT NO.: 7741 SCALE:NTS(11X17) SCALE:NTS(11X17) PRELIMINARY__ 1 TYP. UTILITY H-FRAME SCALE NTS(22X34) 2 NOT USED SCALE NTS(22X34) NO DATE D/C DESCRIPTION 0 12-17-14 JG/JS 90%CD REVIEW 1 01-20-15 JG/MSI CPM COMMENT 2 01-20-15 IJG/MSI CLIENT COMMENT SUBMITTAL NO. DATE D/C DESCRIPTION 0 01-30-15 JG/MS BP SUBMITTAL SITE NAME LAURIDSEN TAX ID NO.: 063000015350 SITE ADDRESS 1303 WEST 8TH STREET PORT ANGELES,WA 98362 SHEET TITLE CONSTRUCTION DETAILS SHEET NO. SCALE:NTS(,11X17) 4 NOT USED SCALE:NTS(11X17) A-7. 0 3 NOT USED SCALE NTS(22X34) SCALE:NTS(22X34) • APPROX. BATTERY LOCATION (LOOSE) MAINLINE CIRCUIT CONTRACTOR NOTES: DWG. #:VER30_JC6DT4(4024TF)CQE-ISS-8 BREAKER LOCATION 1. CONTRACTOR TO PROVIDE SPRING ISOLATORS IF REQUIRED NOTES: veriLonWlreieSS OIL FILL FUEL ALTER 1 O�I FOR APPLICATION;VERIFY WITH CLIENT REPRESENTATIVE. APPROX. WEIGHT: WET 4600# CONTACT MTU ONSITE ENERGY AT 1-800-325-5450 FOR 1) ( ) SPECIFIC SPRING ISOLATORS FOR PARTICULAR APPLICATION. 2) REFERENCE BASE/TANK DRAWING: 108-2514 2. ATTACH GENERATOR TO CONC.PAD PER DETAIL 1/A•8.1 3) REFERENCE ENCLOSURE DRAWING: 103-297 (SEE GENERATOR SPECIFICATIONS FOR LOCATIONS) 4) LB FOR CONDUIT SUPPLIED BY MTU CORP. 3. CONTRACTOR SHALL APPLY FOR AFLAMMABLE/COMBUSTIBLE 5) SOUND LEVEL: 67 DBA ® 23 FT. ELECTRICAL TANK PERMIT WITH FIRE DEPARTMENI"PRIOR TO 6) GEN—SET IS OFF—SET 1 1/2" TO LEFT SIDE OF BASE/ENCL. a STUB—UP AREA INSTALLATION IF REQUIRED. 7) ENCLOSURE & EXHAUST SYSTEMS ARE NOT SHOWN ON TOP VIEW Cascadia PM VERIZON WIRELESS GENERATOR INFORMATION 3322 SOUTH BAY ROAD NE o e ® MTU 30kW W/210 O PH:360.438 .800WA 206 GALLON DIESEL TANK 92"H X 110"W X 40"D 4,600 lbs 2' TANK VENT 12'MIN. ,VECTOR 26 9 � ABOVE GRADE W/RAIN CAP 30 (HINGED 30 (HINGED (IF REQUIRED,VERIFY) 5 a a 1 n a a R s 7 1/2 DOOR; BOTH DOOR; BOTH 7 1/2 DOOR DRIP CAPS 30 (HINGED SIDES) SIDES) 2"0 TANK VENT 12'MIN.---- - DOOR) ABOVE GRADE W/RAIN CAP (IF REQUIRED,VERIFY) CONTROL PANEL NIX AS SPECIFIED 4� o�W ��'3' RAIN DRY CONTACT BOX CN 0 SHIELDS MAINLINE CIRCUIT a BREAKER co I O.tAAL G r- �••� WATER HEATER & "10 AL ®®®6 ® BATTERY CHARGER 1/28/15 AC POWER CONDUIT 1 92 I 3/4" LB I CPM PROJECT NO.: 7741 210 GL DW UL LISTED 89 1/2 4 / PRELIMINARY L-- h SUB-BASE FUEL TANK 71 3/4 (APPROX. o I NO. DATE D/C DESCRIPTION 125q CONTAINMENT 76 76 O CONTROL PANEL 0 12-17-14 JG/JS 90%CD REVIEW • o o I I O HEIGHT) 1 01-20-15 JG/MS CPM COMMENT 2 01-20-15 JG/MS CLIENT COMMENT AIR FILTER ENGINE START/RELAY • BOX CONDUIT SUBMITTAL OIL FILTER 3/4" LB NO. DATE D/C DESCRIPTION 0 01-30-15 IJG/MSI BP SUBMITTAL [*'� WATER HEATER 34 5< POWER CONDUIT (TYP.) 32 2" LB EARTH GROUND SITE NAME LUGS LAURIDSEN 12 J-30 f 30- 12 013/16 MTG. r 35 -i 84 HOLES (6 PLCS) 37 TAX ID NO.: 063000015350 GEN—SET INFORMATION DIMENSIONAL LAYOUT 5'o"2' ^ ENGINE: 4024TF281 ENCLOSURE:103-297 SITE ADDRESS � GENERATOR:361 PSL BREAKER:125 AMP DRAWN TO SCALE 1303 WEST 8TH STREET 7t-_41?MW � RADIATOR: 73808 (4024SRF) TANK: 210 GALLON ALL DIMENSIONS ARE IN INCHES MODEL: o PORT ANGELES,WA 98362 RADIATOR AMBIENT: 50C MUFFLER:3 1/2 CRITICAL DATE: 3-25-09 DRAWN BY: KAP DUCT FLANGE: 105-3459 TRAILER:NA A 3-25-09 INITIAL RELEASE SALES AND ENGINEERING KAP +oma+ —w'mlW Z--=% aCONTROL PANEL-50 SERIES ISOLATORS: PADS #:VER30_JC6DT4(4024TF)CQE-MS-8 REVISION DATE RENSION DESCRIPTION INITIALS BASE: SEE NOTES DWG. SHEET TITLE GENERATOR GENERATOR POWER AND SIGNAL CONDUITS: DETAILS NOTE: ONE 1-1/2"CONDUIT TO ATS SEE ELECTRICAL SHEETS FOR GROUNDING INFORMATION. ONE 1"CONDUIT TO ATS ONE 1"CONDUIT TO PANEL'A' SHEET NO. ONE 1"CONDUIT TO MOD CELL CABINET 1 GENERATOR DETAILS SCALE:NTS A-8.0 SCALE:NTS CONTRACTOR MUST COMPLY WITH THE FOLLOWING: 1. STORAGE,USE,DISPENSING,MIXING AND HANDLING FLAMMABLE AND COMBUSTIBLE verI�nwireles� LIQUIDS SHALL BE IN ACCORDANCE WITH CHAPTER 57 OF THE 2012 INTERNATIONAL FIRE CODE(IFC),FLAMMABLE AND COMBUSTIBLE LIQUIDS. 2. PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN ACCORDANCE WITH CHAPTER R9,SECTION 906 OF THE 2012 INTERNATIONAL FIRE CODE(IFC),PORTABLE FIRE EXTINGUISHERS. 3. WARNING SIGNS SHALL BE OF A DURABLE MATERIAL WITH RED LETTERING ON A WHITE BACKGROUND AND SHALL READ DANGER-FLAMMABLE LIQUIDS. LETTERS SHALL NOT Cascadia PM � BE LESS THAN 3 INCHES(76.2 MM)IN HEIGHT AND%INCH(12.7 MM)IN STROKE IN ACCORDANCE WITH SECTION 5703.5 OF THE 2012 INTERNATIONAL FIRE CODE(IFC). 3322 SOUTH BAY ROAD NE 4. TANKS OVER 100 GALLONS IN CAPACITY PERMANENTLY INSTALLED OR MOUNTED AND OLYMPIA,WA 98506 PH360.438.8002 USED FOR THE STORAGE OF CLASS 1,11,OR 111-A LIQUIDS SHALL BEAR A LABEL OR PLACARD IDENTIFYING THE MATERIAL THEREIN IN ACCORDANCE WITH SECTION 5704.2.3 OF THE 2012 INTERNATIONAL FIRE CODE(IFC). • 5. CONNECTIONS FOR TANK OPENINGS SHALL BE LIQUID TIGHT.OPENINGS TO TANKS ��F®�.��®® K SHALL BE LOCATED OUTSIDE OF BUILDINGS AT A LOCATION FREE FROM SOURCES OF ` IGNITION AND NOT LESS THAN 5 FEET(1524 MM)AWAY FROM BUILDING OPENINGS OR e n • i n s N n e OF LINES OF PROPERTY THAT CAN BE BUILT ON.SUCH OPENINGS SHALL BE PROVIDED WITH A BE LIQUID-TIGHT CAP WHICH SHALL BE CLOSED WHEN NOT IN USE AND SHALL ! BE PROPERLY IDENTIFIED IN ACCORDANCE WITH SECTION 5704.2.7.5 OF THE 2012 INTERNATIONAL FIRE CODE(IFC). 6. VENT PIPE OUTLETS FOR TANKS STORING CLASS 1,11,OR 111-A LIQUIDS SHALL BE 4� 04 WA 8"THICK CONCRETE SLAB USE NL SS S EELHILTEXPAKWIK-NSION LOCATED SUCH THAT THE VAPORS ARE RELEASED AT A SAFE POINT OUTSIDE OF 04 STAINLESS STEEL EXPANSION BUILDINGS AND NOT LESS THAN 12 FEET(3658 MM)ABOVE THE ADJACENT GROUND - ANCHORS-EMBED 3-3/4"MIN.,(3) LEVEL. VAPORS SHALL BE DISCHARGED UPWARD OR HORIZONTALLY AWAY FROM % ;= BOLTS PER SIDE,EVENLY SPACED CLOSELY ADJACENT WALLS TO ASSIST IN VAPOR DISPERSION. VENT OUTLETS SHALL fl BE LOCATED SUCH THAT FLAMMABLE VAPORS WILL NOT BE TRAPPED BY EAVES OR (J rL OTHER OBSTRUCTIONS AND SHALL BE AT LEAST 5 FEET(1524 MM)FROM BUILDING .v 51 OPENINGS OR PROPERTY LINES OF PROPERTIES THAT CAN BE BUILT ON IN +� 4172UQI a < ACCORDANCE WITH SECTION 5704.2.7.3 THROUGH 5704.2.7.3.6 OF THE 2012 L e eINTERNATIONAL FIRE CODE(IFC). O��SfONAL4'�G - -------------------------------------- 1/28/15 SCALE:NTS(11X17) SCALE:NTS(11X17) CPM PROJECT NO.: 7741 1 GENERATOR MOUNTING DETAIL SCALE:NTS(22X34) 2 FIRE NOTES SCALE:NTS(22X34) PRELIMINARY N0. DATE DIC DESCRIPTION 0 12-17-14 JG/JS 90%CD REVIEW 1 01-20-151JG/MSI CPM COMMENT PER PLAN 2 01-20-15 JG/MS CLIENT COMMENT CONCRETE PAD CONSTRUCTION NOTES: SUBMITTAL 1.SEE STRUCTURAL CONCRETE NOTES,SHEET GN-3. NO.1 DATE I D/C DESCRIPTION T' 1. ALL GENERATOR EQUIPMENT AND HARDWARE TO BE 0 01-30-15 JG/MS BP SUBMITTAL 2.MINIMUM OF 2"COVER AT TOP OF SLAB AND 3"WHERE CLEAR(TYP) INSTALLED ACCORDING TO MANUFACTURER SPECIFICATIONS. CONCRETE IS IN CONTACT W/SOIL. 3.SOIL SHALL BE PREPARED WITH A FLAT SURFACE, 2. GENERATOR MOUNTED IN CENTER OF CONCRETE PAD.SEE FREE AND CLEAR OF STANDING WATER AND LOOSE SHEET A-8.0 FOR GENERATOR SPECIFICATIONS. DEBRIS.SOIL SHOULD BE WELL COMPACTED TO 90%OF IT MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. F 3. CONDUIT STUB UP LOCATIONS FOR ELECTRICAL,TELCO,& SITE NAME 4.TOP SURFACE OF SLAB SHALL BE A LIGHT BROOM I GENERATOR TO BE DETERMINED BY VERIZON REPRESENTATIVE CONTRACTOR. LAU R I DS E N FINISH AND TAPERED TO ALLOW WATER TO SHED / WITHOUT PONDING. I I CONC.PAD W/ (2)#4 CONTINUOUS W/2'-0" I I TURNED-DOWN FOOTING LAP(TYP)TOP AND BOTTOM I 1 TAX ID NO.: 1"EDGE CHAMFER(TYP) I g 063000015350 GRAVELED COMPOUND 4"-3/8"(-)COMPACTIBLE 1 I a CRUSHED ROCK 95% OUTLINE OF TURN I EXISTING GRADECOMPACTED DOWN BELOW w I o. I I SITE ADDRESS a I I 1303 WEST 8TH STREET PORT ANGELES,WA 98362 N00 , I I SHEET TITLE Lij m VE SOIL GENERATOR & \// \ (UNDISTURBED) CONIC. PAD #4 CLOSED TIES DETAILS 18"O.C. #4 @ 12"O.C.EA.WAY 8"THICK CONCRETE SLAB AT SLAB MID-HEIGHT MIN. SHEET NO. SCALE:NTS(11X17) SCALE:NTS(11X17) A 8. 3 CONCRETE PAD SECTION SCALE:NTS(22X34) 4 EQUIP. AND GENERATOR CONCRETE PAD DETAIL SCALE:NTS(22X34) NOTES: 1. SIGNS&PLACEMENT 1.FOR VERIZON WIRELESS LOGO SEE VERIZON WIRELESS DESIGN SPECIFICATIONS(PROVIDED BY VERIZON WIRELESS) A. LOW LEVEL(BLUE)WARNING SIGNS-PLACE AT SITE 2.ALL TEXT FONT IS ARIAL U.N.O. ENTRY/ACCESS POINTS ONLY: 3.CONTRACTOR TO PROCURE FCC NO.FROM COMPLIANCE COORDINATOR PH:(425)895-7000 very onwireless 4.TEXT FOR SIGNAGE SHALL INDICATE CORRECT SITE NAME AND NUMBER AS PER VERIZON ROOF TOPS:PLACE SIGNS ON THE INSIDE OF ROOF WIRELESS CONSTRUCTION MANAGER RECOMMENDATIONS.5.CABINET/SHELTER MOUNTING HATCH;PLACE ON ACCESS DOOR UNLESS DOOR IS USED APPLICATION REQUIRES ANOTHER PLATE APPLIED TO THE FACE OF THE CABINET WITH WATER BY GENERAL PUBLIC OR BUILDING TENANTS REGULARLY PROOF POLYURETHANE ADHESIVE FOR ACCESS-IN THESE CASES CONSULT CONSTRUCTION MANAGER OR QC SUPERVISOR 2" 11 WATER TANKS:PLACE SIGNS ON COMPOUND GATE VEHILON WIRELESS-OWNED SITES:PLACE ONE SIGN ON SITE GATE '( / \ / Cascadla PM B. HIGH LEVEL(RED)CAUTION SIGNS-PLACE AT ALL ' OO 3322 SOUTH BAY ROAD NE ANTENNA SECTORS WHERE ACCESS BY THE GENERAL --" FABRIC FENCE APPLICATION -- 1 OLYMPIA,WA 98506 PUBLIC TO THE ANTENNAS IS POSSIBLE: PH:360.438.6002 3/160 SS THROUGH BOLT ALL SIGNS WILL BE SECURED WITH EITHER STAINLESS W/3"SS WASHER STEEL ZIP TIES OR STAINLESS TECH SCREWS OTHERSIDE,(4)PLACES.1/8"WIDE I/OrIZQn wireless 2. CC PARTICIPATION IN SIGN LOCATION STRIPE 1/4 — kVP_DTQ CM WILL MEET WITH ALL CC'S TO OUTLINE CRITERIA FOR RADIO TELECOMMUNICATIONS FACILITY e n e r n e e R e SIGN PLACEMENT;EMPHASIS WILL BE OWGRAY AREA' ___ SITES,WHERE SIGN PLACEMENT IS PARTICULARLY 7/16^ _ SITE NAME CHALLENGING-WE WILL GIVE CC'S AS MUCH GUIDANCE ON SPECIFIC SITUATIONS AS WE CAN FORESEE,BUT CC'S 5/8" WILL BE ENCOURAGED TO PARTNER CM OR OC IN SITE NUMBER DECIDING PLACEMENT OF DIFFICULT SITES. A JOINT SITE I 4 WASE. �T Beyond this point you are entering an ______ O VISIT MAY BE REQUIRED TO FULFILL REQUIREMENTS " r°D N area where RF Emissions may exceed 5/8 _ FCC ASR# CC WILL CALL OUT SIGN LOCATION(S)AT THE A&E WALK the FCC General Population Exposure 1/4" � � y �= � FOR EACH SITE AS THOSE OCCUR Limits _ / CONTACT PH:1-800-832-6652 Ci X ON SITES WITH EXISTING A&E BUT NOT YET \ \ L L1 d CONSTRUCTED,CC WILL BE ASKED TO PROVIDE(WITHIN A �+ ' 0.p , 41725 G ,Qr REASONABLE TIME FRAME TBD A DETAIL FOR SIGN Follow all posted signs and site auidelines Q, PLACEMENT THAT WILL BE SLIP-SHEETED INTO EXISTING for working_ in an RF environment .�� AL�' SETS \ -/- - - \ /�, SsIL�NfiL�`l \ t«: FCC 47ctr ,.,a;(b) 1/28/15 3. SIGN DISBURSEMENT FROM WAREHOUSE - -- — -- —' SIGNS WILL BE IN STACK AT KENT WAREHOUSE RF WARNING SIGN CPM PROJECT NO.: 7741 TO BE DISBURSED &E DRAWINGS FOR EACH SITE BOM AS CALLED OUT N ANOT TO SCALE VERIZON WIRELESS SIGNAGE DETAIL PRELIMINARY NOT TO SCALE NO. DATE D/C I DESCRIPTION 0 12-17-14 JG/JS 90%CD REVIEW 1 01-20-15 JG/MSj CPM COMMENT 2 01-20-15 JG/MS I CLIENT COMMENT INFORMATION I SUBMITTAL I - l 26 NO. DATE D/M DESCRIPTION /MS BP SUBMITTAL i VERIZON WIRELESS operates telecommunications antennas at this location.Remain at least 3 feet away from any antenna and obey all posted signs. Contact the owner(s)of the antenna(s)before working .� Loser then 3 feet from the antenna(s) % SITE NAME Contact VERIZON WIRELESS at(VERIFY PHONE#)prior to LA U R I D S E N performing any maintenance or repairs near VERIZON WIRELESS / DrA antennasnN ! This is site# Contact the management office if this door/hatch/gate is foundi' TAX ID NO.: unlocked. 063000015350 INFORMACION - SITE ADDRESS En esta propiedad se ubican antenas de telecommunicaciones On this tC`r er: 1303 WEST 8TH STREET operaadas par VERIZON WIRELESS Favor mantener una disiancia de Radia frequency fields near some PORT ANGELES,WA 98362 no menos de 3 pies y obedecar todos las avisos. antennas may exceed FCC rules NO I Comuniquese can at propietaria o las propiatahos de las antes de for human exposare. trabajar o raminar de menos de 3 pies de la antena TRESPASSING moniiSHEET TITLE Comuniquese can VERIZON WIRELESS(PHONE#)antes derealizar Personnel Climbing thi= tower should be cualquier mantenimiento a reparaciones care de las antenas de ' trained for a+.arkinq in radio treguenrY SIGNAGE VERIZON WIRELESS nments and use a pars nal RF DETAILS i Esta as la estacion base numero ' I monster if favor comunicarse can Is oficina de la administration del adifido si ; NO TRESPASSING SIGN este puerta o compuerta ae encuentre sin canado I, of NOT TO SCALE RF WARNING SIGN SHEET NO. NOT TO SCALE — . O SCALE:NTS(11X17) 1 SIGNAGE DETAILS SCALE:NITS(22X34) verlZOnwireless Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA,WA 98506 PH 360438.8002 >M�7 GT0R e n e i n e e a e PRELIMINARY ELECTRICAL PLAN TO NO.: 7741 BE FINALIZED UPON REVIEW OF CPM PROJECT PRELIMINARY EQUIP. LAYOUT AND FINAL U C R. NO DATE D/C DESCRIPTION 0 12-17-14 JG/JS 90%CD REVIEW 1 01-20-15 JG/MS CPM COMMENT 2 01-20-15 IJG/MSI CLIENT COMMENT SUBMITTAL NO. DATE D/C DESCRIPTION 0 01-30-15 JG/MS 8P SUBMITTAL SITE NAME LAURIDSEN TAX ID NO.: 063000015350 SITE ADDRESS 1303 WEST 8TH STREET PORT ANGELES,WA 98362 SHEET TITLE ENLARGED ELECT. SITE PLAN SHEET NO. SCALE:1/16"=1'-0"(11X17) 0' 8' 16' 32' E-1 . 0 1 ENLARGED ELECTRICAL SITE PLAN SCALE:1/8"=r-0"(22X34) 0 GROUND TEST WELL Co) GROUND ROD MECHANICAL CONNECTION ver�70nwireless (DOUBLE HOLE LUG) ■ CAD WELD CONNECTION • CONNECT PER MANUFACTURER SPECIFICATIONS i C� GROUND BAR i EARTH GROUND (E)TOWER GROUND RING(VERIFY) NOTES: Cascadld PM 1.ALL ABOVE GRADE GROUND LEADS TO BE SHEATHED IN CARFLEX-X-FLEX I FLEXIBLE CONDUIT OR EQUIV. 3322 SOUTH BAY ROAD NE OLYMPIA,WA 98506 MOUNT GROUND BAR NEAR 2. DEPICTION OF GROUNDING ROUTING IS FOR CONCEPTUAL PH'.360.438.8002 BASE OF LIGHT POLE FOR ANTENNA/CABLE GROUNDING PURPOSES ONLY.CONTRACTOR TO DETERMINE PER EXISTING SITE CONDITIONS. GB L2 AWG SBTC GROUND LEAD TO(E) IGHT POLE GROUND RING(TYP OF 2) ,g/ECTOR ' GROUNDING LEGEND a n a I n ■ ■ IQ 1. GROUNDING SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. 2. ALL GROUNDING SHALL CONFORM TO THE CURRENT VERIZON WIRELESS STANDARDS. 3. MINIMUM BENDING RADIUS FOR GROUND CONDUCTOR IS 8", WHEN BENDING IS NECESSARY. GROUND CONDUCTORS ARE TO BE AS STRAIGHT AS POSSIBLE. I 1 4. NO SPLICES PERMITTED IN GROUND CONDUCTORS. / I 5. ALL GROUNDING CONNECTORS TO BE CLEAN AND FREE OF PAINT AT THEIR MATING SURFACES AND INSTALLED PER / GROUND AND 3 MANUFACTURER'S RECOMMENDATIONS. USE PENETROX OR BRIDGE GATE A 6 0 EQUIVALENT ANTIOXIDANT GREASE. POSTS 6. ALL GROUND BAR CONNECTIONS ARE TO BE 2 HOLE LUG I CPM PROJECT NO.: 7741 / COMPRESSION TYPE. STACKED CONNECTIONS ARE NOT ACCEPTABLE. BACK TO BACK CONNECTIONS ON OPPOSITE PRELIMINARY / SIDES OF THE GROUND BAR WILL BE PERMITTED. 1 / NO. DATED/C DESCRIPTION I I 7. ENSURE ALL MECHANICAL CONNECTORS ARE TORQUED TO 0 12-17-14 JG/JS 90%CD REVIEW I THE MANUFACTURER'S SPECIFIED VALUES. 1 01-20-151JG/MSI CPM COMMENT PROVIDE 5/8"X 10'-0"COPPER CLAD 1 8. MULTIPLE BONDS ON GROUND RODS TO BE SEPARATED BY 2 01-20-15 JG/MS I CLIENT COMMENT GROUND RODS;EXACT LOCATION OF _ _ _____ ___ ____ ____ _ AT LEAST 6". GROUND RODS TO BE ESTABLISHED ON SITE;INSTALL APPROX.EVERY 10'-0SUBMITTAL "(8'-0" -� -5 9. MAXIMUM RESISTANCE OF THE COMPLETED GROUND NO. DATE UB DESCRIPTION MIN./15'O"MAX.) y _ _- #2 AWG SBTC GROUND LEAD TO CORNER FENCE POSTS SYSTEM SHALL NOT EXCEED A RESISTANCE OF 5 OHMS TO 1 -�--- 0 01-30-15 JG/MS BP SUBMITTAL _ EARTH. AND EVERY 20'(TYP) #2 AWG SBTC EQUIP.PAD GROUND RING, 10. GROUND WIRES SHALL NOT BE INSTALLED THROUGH HOLES IN ANY METAL OBJECTS OR SUPPORTS TO PRECLUDE GROUND RING BURIAL DEPTH SHALL BE 24" GROUND TEST WELL;FINAL 2 ESTABLISHING A"CHOKE"POINT. AND HAVE A NON-DIRECTIONAL SPLICE LOCATIONS PER SITE \ CONDITIONS(TYP OF 2) E-4.0 11. FERROUS METAL CLIPS WHICH COMPLETELY SURROUND SITE NAME THE DO NOT CCOMPLETELYOUND HALL NOT BE USED. METAL CLIPS SURROUNDTHEGROUNDWIREORHAT LAURIDSEN #2 AWG SBTC GROUND LEAD(TYP OF 2) PLASTIC CLIPS ARE ACCEPTABLE. I ATTACHED TO OPPOSITE LOCATIONS ON 12. GROUND BARS SHALL NOT BE FIELD MODIFIED. L THE GENERATOR TAX ID NO.: �� t3 8'LSINGLE ARREL GR UND STRA SIZONTAL FENCE SECTIONS TO BE GROUNDED WITH 063000015350 I 14. GROUND RING BURIAL DEPTH SHALL BE 24"AND HAVE A NON-DIRECTIONAL SPLICE. #2 AWG SBTC GROUND LEAD TO SITE ADDRESS UTILITY H-FRAME POST(TYP); 15. A CERTIFIED CONTRACTOR WILL MAKE ALL MEASUREMENTS _ GROUND ALL H-FRAME CABINETS REQUIRED TO TEST THE GROUNDING SYSTEM,USING A 1303 WEST STH STREET Jr PER MNFR.SPECIFICATIONS MEGGER OR EQUIVALENT. THE ACCEPTABLE RESISTANCE PORT ANGELES,WA 98362 GROUND BAR MOUNTED AT REAR T / MEASURED FOR THE GROUNDING SYSTEM WILL NOT OF EQUIPMENT CABINETS FOR EXCEED 5 OHMS RESISTANCE. THREE DISTANCES SHALL BE EQUIPMENT CONNECTIONS pQ USED: 1 AT 100 FEET,1 AT 70 FEET,AND 1 AT 35 FEET. PROVIDE NEW SERVICE GROUND PER THESE DISTANCES ARE SUBJECT TO A SITE BY SITE BASIS. • NEC AND LOCAL CODES FOR(N) VERIZON WIRELESS SHALL BE GIVEN 24 HOURS NOTICE SHEET TITLE BEFORE TESTING IS TO BE#2 AWG SBTC GROUND LEAD EACH FOR GPS METER BANK AND DISCONNECT WITH GROUND TESTING WILL OBE AT THE EXPENSE NE. THE COST OOF THE ANTENNA AND SURGE PROTECTOR(TYP) I 7S CONTRACTOR. EQUIPMENT i N 92, 16. PROVIDE#2 TW GREEN JUMPER FROM EACH WAVEGUIDE GROUNDING PLAN GROUND LEAD TO EACH EQUIP. , >N MN BRIDGE POST TO WAVEGUIDE BRIDGE CHANNEL. CABINET PER MNFR. W 17. ALL OUTDOOR CONNECTIONS TO BE EXOTHERMIC CADWELD, INTERIOR CONNECTIONS CAN BE A PROPERLY SHEET NO. SPECIFICATIONS(TYP) F APPLIED CRIMP TYPE UNLESS OTHERWISE SPECIFIED. S ' SCALE:3/16"=1'-0"(11X17) 0' S' 10' E-2.0 1 EQUIPMENT GROUNDING PLAN SCALE:3/8'1 1'-0"(22X34) GENERAL GROUNDING NOTES INTEGRATED LOAD CENTER SERVICE H-FRAME (ILC) \�// I NEW AUTOMATIC NEW EXISTING SERVICE TRANSFER SWITCH DISTRIBUTION COORDINATE verI70nwireles TRANSFORMERPANEL"A" 25KVA 120/240V 4 EXISTING MULTI GANG 2 2P SA/NW 120/240V 200A TRENCH WIDTH SEE NOTE 2 METER PACK 30 POSITION /#OF CONDUITS SEE NOTE 3 RESTORE SURFACE TO -- ORIGINAL CONDITION APPROX.1' TAPE(12"BELOW GRADE) -- METER SII\��\�/\ /\/\ rll UNDISTURBED SOIL 1�— COMPACTED BACKFILL 95% Cascadia PM 200A 2P v T STANDARD PROCTOR, _77 \ OLYMPIA,WA 98506 (I — MOISTURE WITHIN 2%OF OPTIMUM 3322 SOUTH BAY ROAD NE d �= PH'.360438.8002 NOTES: / i 1 I1=1 T / NEW LOADS p �' BACKFILL(CLEAN 1. ALL ELECTRICAL WORK TO COMPLY WITH CURRENT NEC GENERATOR SEE PANEL SCHEDULE N \\ \ \ \GRANULAR FILL SAND) 2. ALL WIRING TO BE COPPER CONDUCTORS. 3. SERVICE TRANSFORMER:25kVA 120/240V 1PHASE I L \`, ^ NEW 30kW 120/240V 1� ),v ®{.��®� P'�" 4. METER BASE LABELED VERIZON WIRELESS. != 11L / C 5. BASED ON A 25 KVA 240V 1-PHASE TRANSFORMER WITH A IMPEDANCE OF 1� LLr i� —1(- E n o i n e e R e 0-) -.r 1.5%,THE AVAILABLE FAULT CURRENT AT THE METER/SERVICE 1 I L I DISCONNECT IS LESS THAN 6.94 KA. ELECTRICAL CONDUIT FIBER CONDUIT BELOW 6. GENERATOR NOT A SEPARATELY DERIVED SOURCE,THE GENERATOR BELOW GRADE(VERIFY GRADE(VERIFY EXACT SIZE& NEUTRAL IS NOT TO BE GROUNDED OR SWITCHED AT THE TRANSFERG EXACT SIZE&#OF 12 #OF CONDUITS) SWITCH. CONDUITS) MIN. 7. SERVICE GROUNDING ELECTRODE CONDUCTOR SIZE TO COMPLY WITH NEC 250.66. ^ 1.INSTALL ALL UNDERGROUND UTILITIES PER LOCAL UTILITY REQUIREMENTS. 8. NEUTRAL TO BE BONDED TO THE TO THE SYSTEM GROUND AT THE / \ 2.LOCATE ALL UNDERGROUND UTILITIES PRIOR TO TRENCHING/EXCAVATION. VERIZON WIRELESS SERVICE ONLY. 3.COORDINATE SIZE AND TYPE WITH LOCAL UTILITY COMPANIES REQUIREMENTS. 9. GENERATOR IS STANDBY PER NEC SECTION 702. 10. A SIGN SHALL BE AFFIXED AT THE SERVICE DISCONNECT STATING"30kW 200A 2P (3)#4/0 AWG XHHW 4.REFER TO ELECT PLAN FOR EXACT SIZE AND LOCATION. GENERATOR LOCATED NEXT TO EQUIPMENT"PER NEC 702.8.A. (1)#6 AWG XHHW GREEN GROUND 5.COMPACT BACKFILL TO 95%PROCTOR DENSITY AT ALL DRIVEWAY OR HARD 11. A SECOND SIGN SHALL ALSO BE AFFIXED AT THE SERVICE DISCONNECT 2"0 LFMC SURFACED AREAS.COMPACT TO 90%PROCTOR DENSITY ALL OTHER AREAS STATING"WARNING SHOCK HAZARD EXISTS IF GROUNDING ELECTRODE UNLESS NOTED OTHERWISE,REFER TO GEOTECHNICAL REPORT. CONDUCTER OR BONDING JUMPER CONNECTION IN THIS EQUIPMENT IF REMOVED WHILE ALTERNATE SOURCE(S)IS ENERGIZED PER 702.(8). SCALE:NTS(11X17) SCALE:NTS(11X17) FCPM PROJECT NO.: 7741 1 ONE-LINE DIAGRAM SCALE:NTS(22X34) 2 TYP TRENCH DETAIL, AS REQUIRED SCALE:NTS(22X34) PRELIMINARY NO. DATE D/C DESCRIPTION 0 12-17-14 JG/JS 90%CD REVIEW NOTE: 1 01-20-151JG/MSI CPM COMMENT CONTRACTOR TO REFER TO LATEST EDITION OF SERVICE PROVIDERS 2 01-20-15 JG/MS CLIENT COMMENT ELECTRICAL SERVICE REQUIREMENT MANUAL BEFORE INSTALLATION. PANEL A FURNISHED, INSTALLED AND CONNECTED INSIDE ILC CABINET. SUBMITTAL 120/240 VOLTS, 1 PHASE, 3 WIRE,S/N, 200 AMP BUS, 200 AMP MAIN CB NO. DATE D/C DESCRIPTION 0 01-30-15 JG/MS BP SUBMITTAL 65,000 A.I.C.RATING (MINIMUM), O DESCRIPTION WIRE BKR POLE CKT VA � VA CKT POLE BKR WIRE DESCRIPTION O00°° BTS#1 4 80 2 1 7860 A 600 2 1 15 12 EXTERIOR WORK LIGHT PROVIDER 200A METER o 2P BRANCH 4 3 B 180 4 1 15 12 EXTERIOR CONV RCPT. SITE NAME BASE AND DISCONNECT In BTS-FUTURE 4 80 2 5 7860 A 600 6 1 20 12 GEN BATT CHARGER LAU R I DS E N U INTEGRATED LOAD CENTER TELCO/FIBER 2P BRANCH 4 - 7 B 180 8 1 20 12 SPARE AT GENERATOR CABINET PER SAFETY BOX (ILC) (SPARE) 9 A 1000 10 1 20 12 BLOCK HEATER PROVIDER SERVICE RISER CONDUIT(S) (SPARE) 11 B 180 12 1 20 12 INTERNAL GFCI RECEPT TAX ID NO.: TO BE ANCHORED PER (SPARE) 13 A 1000 14 1 20 12 FUEL HEATER 063000015350 LOCAL UTILITY AND NEC (SPARE) 15 B 16 (SPARE) STANDARDS (SPARE) 17 A 18 (SPARE) (SPARE) 19 B 20 (SPARE) NOTE: CENTER OF METER TO BE 60" (SPARE) 21 A 22 (SPARE) SITE ADDRESS (SPARE) 23 BI 24 (SPARE) 1303 WEST 8TH STREET TO 72"ABOVE GRADE. (SPARE) 25 A 26 (SPARE) PORT ANGELES,WA 98362 (SPARE) 27 B 28 (SPARE) (SPARE) 29 1 A 1 30 (SPARE) SHEET TITLE SERVICE RISER CONDUIT(S) PANEL LOAD CALCULATIONS PANEL NOTES: LIGHTING 600 VOLTAMPS X 1.00 600 VA ALL RECTIFIERS AND TVSS ARE TO EXTEND BELOW ®®® 919 9 RECEPTACLES 540 VOLTAMPS X 1.00 = 540 VA ELECTRICAL FINISHED GRADE PER FACTORY WIRED.CONTRACTOR IS LOCAL UTILITY AND NEC UTILITY H-FRAME-SEE 3/A-7.0 FOR RECTIFIERS 15720 VOLTAMPS X 1.00= 15720 VA RESPONSIBLE FOR FIELD WIRING FOR DETAILS STANDARDS ADDITIONAL CONST.DETAILS OTHER LOADS 2600 VOLTAMPS X 1.00 = 2600 VA EXTERNAL CONNECTIONS. FINISHED GRADE OR TOP OF SLAB_ _ TOTAL DEMAND 19460 VA THE 200 AMP SERVICE IS ADEQUATE 81.08 AMPS.10, 240V FOR THIS LOAD. SHEET NO. SCALE:NTS(11X17) SCALE:NTS(11X17) E-3.0 3 VERIZON WIRELESS UTILITY H-FRAME SCALE:NTS(22X34) 4 PANEL SCHEDULE SCALE:NTS(22X34) A MECHANICAL CONNECTION(DOUBLE HOLE LUG) ■ CAD WELD CONNECTION • CONNECT PER MANUFACTURER SPECIFICATIONS very onwireless GROUND BAR ALL GROUNDING SHALL BE IN ACCORDANCE TO NO TOOLS SHALL BE REQUIRED 4 THE LATEST REVISION OF VERIZON WIRELESS FINISHED GRADE FOR REMOVAL OF COVER DOCUMENT:"METHODS AND PROCEDURES FOR "[=I VERIZON BASE STATIONS.VERIZON _ 3/4• 00 iCONSTRUCTION INSTALLATION GUIDE-WIMAX". �=III-1If #2 AWG SOLID BTCW 0) 2" 0 Cascadia PM-III Id = �, 0 0 '=I II-I II — - GROUNDING TEST PIGTAIL � 0 c 0 0 #2 AWG GROUND LEAD TO _71 I I=1 I=III= 3'-0"LONG X 6"DIA.SCHEDULE 0 0 0� 0 0 0 0 0 3322 SOUTH BAY ROAD NE ANTENNAS,RRH'S,SURGE cJ —III- III= 40 WHITE PVC p 0 0 0 0 OLYMPIA,WA 98506 SUPPRESSORS.TMA'S,TYPICAL N — 0 o PH:360.438.8002 L III CADWELD TO GROUND ROD 30 0 GROUND BAR MOUNTED NEAR = 0 7k ANTENNAS AT TOP OF STRUCTURE 1"WIDE SLOT FOR GROUND 0 WIRE.EXTEND V ABOVE 1" #2 AWG(GREEN)INSULATED COPPER GROUND WIRE (TYP EA.SIDE) GROUND LEAD FROM GROUND BAR TO - -- — _ 7/16" GROUND BAR AT BASE OF STRUCTURE L c n e n c e R e #2 AWG SOLID BARE TINNED GROUND BAR MOUNTED AT BOTTOM OF COPPER WIRE(BURIED SUPPORTING STRUCTURE FOR COAX GROUND RING) 1. TINNED COPPER GROUND BUSBAR,TESSCO 1/4"X 4"X 5/8"0x10'-0" COPPER CLAD 20"OR APPROVED EQUAL.HOLE CENTERS TO MATCH GROUND KITS GROUND ROD:INSTALL 3"CRUSHED GRAVEL INSIDE. NEMA DOUBLE LUG CONFIGURATION. GROUND BAR MOUNTED ON ICE BRIDGE APPROX.EVERY 10'-0"(8'-0" BELOW AND AROUND SLEEVE. FOR WG KIT AT JUMPER TRANSITION MIN./15'-0"MAX.) EXOTHERMIC WELD SHALL 2. INSULATORS,MEET REQUIREMENTS OF UL 94 VO FOR REMAIN VISIBLE. SELF-EXTINGUISHING MATERIALS. EQUIPMENT/COMPOUND GROUND RING 3. 5/8"LOCKWASHERS. PROVIDE MIN OF(1)GROUND BAR FOR 4. WALL MOUNTING BRACKET, EQUIPMENT CABINET GROUNDING / i I 5. 5/8-11 X 1"HHCS BOLTS. NOTE: SEE DETAIL#3 THIS SHEET FOR GROUND BAR DETAILS. SCALE:NTS(11X17) SCALE:NTS(11X17) SCALE:NTS(11X17) CPM PROJECT NO.: 7741 1 ANTENNA GROUNDING SCALE:NTS(22X34)_ 2 GROUND TEST WELL DETAIL SCALE:NTS(22X34) 3 GROUND BAR DETAIL SCALE NTS(22X34) PRELIMINARY NO. DATE D/C DESCRIPTION 0 17-17-14 JG/JS 90%CD REVIEW _.L 01-20-151JG/MSI CPM COMMENT 2 01-20-15 JG/MS CLIENT COMMENT SUBMITTAL #6 AWG FROM ANTENNA CABLE NO.1 DATE I D/C DESCRIPTION GROUND KIT(REFER TO RF SYSTEM D 01-30-15 JG/MS BP SUBMITTAL SCHEDULE FOR CABLE QUANTITIES TYPICAL CADWELD 1/8"MIN. GROUNDING CONNECTIONS S/S Nur SITE NAME MIN. HEAT SHRINK(CLEAR) . � LAURIDSEN GROUND BAR TYPE GT TYPE W TYPE IN _ LABEL 77 TAX ID NO.: 3 2 P o o00O A OO N o0 I 063000015350 eoo oo vur O 00 00 o O ISC�NNECT TYPE VB TYPE TA TYPE PT REFER TO NOTE ON MGB SITE ADDRESS 1303 WEST STH STREET TYPE NC TYPE GL TYPE TINNED COPPER GROUND BAR PORT ANGELES,WA 98362 DUAL CADWELDS,TO BE USED S/S LOCK WASHER WITH#4 AWG BCW TO GROUND RING OR POINT OF GROUND MAIN CONDUCTOR,COPPER CABLE F , S/S BOLT(1 OR 2) 5/8"X 10'COPPER CLAD STEEL GROUND ROD TYPE SS TYPE GY TYPE GR SILICONE SEAL AT TOP SHEET TITLE 3O CADWELD TYPE"NC"® 11.ALL HARDWARE 18/8 STAINLESS STEEL INCLUDING LOCK WASHER.COAT ALL 1"PVC SEALTITE CADWELD TYPE"GT' GROUNDING SURFACES WITH KOPR-SHIELD BEFORE MATCHING. 2.FOR GROUND BOND TO STEEL ONLY:INSERT A DRAGON TOOTH WASHER DETAILS BETWEEN LUG AND STEEL.COAT ALL SURFACES WITH KOPR-SHIELD. NOTE:CONTRACTOR TO CONFORM TO THE LATEST 3.PROVIDE'DO NOT DISCONNECT TAG. VERIZON WIRELESS"PANT"STANDARDS. SHEET NO. SCALE NTS(11X17) SCALE:NTS(11X17) SCALE:NTS(11X17) E-4. 0 4 GROUND RING & CADWELD CONN. SCALE:NTS(22X34) 5 TYPICAL LUG DETAIL SCALE:NTS(22X34) 6 1 GROUND BAR TO GROUND WIRE SCALE:NTS(22X34) GENERAL CONSTRUCTION NOTES ELECTRICAL NOTES 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE,THE LATEST 1. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK INDICATED. 23.THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN DIRECTORIES. verI70nwireless EDITION AND ALL OTHER APPLICABLE CODES AND ORDINANCES. ANY/ALL CONSTRUCTION SHALL BE IN ACCORDANCE W/DRAWINGS AND ANY/ALL APPLICABLE ALL ELECTRICAL WIRING SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. SPECIFICATIONS.IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH THESE REQUIREMENTS, 2. CONTRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE WITH THESE DRAWINGS AND VERIZON CONTRACTOR SHALL NOTIFY'CONSTRUCTION MANAGER'AS SOON AS POSSIBLE,AFTER THE 24.DISCONNECT SWITCHES SHALL BE H.P.RATED HEAVY-DUTY,QUICK-MAKE AND QUICK-BREAK WIRELESS INTEGRATED CONSTRUCTION STANDARDS FOR WIRELESS SITES(LATEST REVISION).THE DISCOVERY OF THE PROBLEMS,AND SHALL NOT PROCEED WITH THAT PORTION OF WORK,UNTIL THE ENCLOSURES,AS REQUIRED BY EXPOSURE TYPE. SPECIFICATION IS THE RULING DOCUMENT AND ANY DISCREPANCIES BETWEEN THE SPECIFICATION 'CONSTRUCTION MANAGER'HAS DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN. AND THESE DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO 25.ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF AN ANTI-OXIDE COMPOUND PROCEEDING WITH CONSTRUCTION. 2. ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ANY/ALL SUCH AS"NO-OXIDE A"BY DEARBORNE CHEMICAL CO.COAT ALL WIRE SURFACES BEFORE 3. CONTRACTOR SHALL VISIT THE JOB SITE AND SMALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS CONNECTING.EXPOSED COPPER SURFACES,INCLUDING GROUND BARS,SHALL BE TREATED-NO TO THE COST THEREOF.ALL EXISTING CONDITIONS OF ELECTRICAL EQUIP.,LIGHT FIXTURES,ETC., SUBSTITUTIONS. AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF.FIELD THAT ARE PART OF THE FINAL SYSTEM,SHALL BE VERIFIED BY THE CONTRACTOR,PRIOR TO THE Cascadi a PM CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN SUBMITTAL OF HIS BID.FAILURE TO COMPLY WITH THIS PARAGRAPH WILL IN NO WAY RELIEVE 26.RACEWAYS:CONDUIT SHALL BE SCHEDULE 40 PVC MEETING OR EXCEEDING NEMA TC2-1990. PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A COMPLETE AND WORKING SYSTEM. CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.NO COMPENSATION WILL BE TWO SEPARATE PULL STRINGS-200 LBS TEST POLYETHYLENE CORD.ALL CONDUIT BENDS SHALL 3322 SOUTH BAY ROAD NE AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD CONDITIONS. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL BE A MINIMUM OF 2 FT.RADIUS.RGS CONDUITS WHEN SPECIFIED,SHALL MEET UL-6 FOR OLYMPIA,WA 98506 CODES AND LOCAL ORDINANCES OF THE LOCAL POWER&TELEPHONE COMPANIES HAVING GALVANIZED STEEL.ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. PH:360.438.8002 UNLESS OTHERWISE NOTED. THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT AND 4. PLANS ARE NOT BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY JURISDICTION AND SHALL INCLUDED BUT NOT BE LIMITED TO: COAT ALL THREADS WITH'BRITE ZINC'OR'GOLD CALV'. S APPURTENANCES,AND LABOR NECESSARY TO EFFECT ALL INSTALLATIONS AS INDICATED ON THE A.UL-UNDERWRITERS LABORATORIES DRAWINGS. 27.SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. B. NEC-NATIONAL ELECTRICAL CODE T 5. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED.SPACING BETWEEN C.NEMA-NATIONAL ELECTRICAL MANUFACTURERS ASSOC. 28.CONDUCTORS:CONTRACTOR SHALL USE 98%CONDUCTIVITY COPPER WITH TYPE THWN �\/�^TO� EQUIPMENT IS REQUIRED CLEARANCE.THEREFORE,IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, D.OSHA-OCCUPATIONAL SAFETY AND HEALTH ACT INSULATION,600 VOLT,COLOR CODED.USE SOLID CONDUCTORS FOR WIRE UP TO AND INCLUDING L @�5 SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS,EXISTING CONDITIONS E. IBC-INTERNATIONAL BUILDING CODE NO.8 AWG.USE STRANDED CONDUCTORS FOR WIRE ABOVE NO.8 AWG. e n ® 1 n e i R • AND/OR DESIGN INTENT,THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE WORK. F. NFPA-NATIONAL FIRE CODES 29.CONNECTORS FOR POWER CONDUCTORS:CONTRACTOR SHALL USE PRESSURE TYPE INSULATED 6. DETAILS ARE INTENDED TO SHOW DESIGN INTENT.MODIFICATIONS MAY BE REQUIRED TO SUIT JOB 4. DO NOT SCALE ELECTRICAL DRAWINGS,REFER TO SITE PLANS AND ELEVATIONS FOR EXACT TWIST-ON CONNECTORS FOR NO.10 AWG AND SMALLER.USE SOLDERLESS MECHANICAL TERMINAL DIMENSIONS OR CONDITIONS,AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. LOCATIONS OF ALL EQUIPMENT,AND CONFIRM WITH'CONSTRUCTION MANAGER'ANY SIZES LUGS FOR NO.8 AWG AND LARGER. 7. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING,AND SHALL RECEIVE IN WRITING AND LOCATIONS WHEN NEEDED. W �¢ AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR 30.SERVICE:240SINGLE PHASE,3 WIRE CONNECTIONS AVAILABLE FROM UTILITY COMPANY. 04 5. EXISTING SERVICES:CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN OWNER OR OWNERS AGENT WILL APPLY FOR POWER. (V0 IDENTIFIED BY THE CONTRACT DOCUMENTS. PERMISSION OF ALCATEL-LUCENT. q Z 31.TELEPHONE SERVICE:CONTRACTOR SHALL PROVIDE EMPTY CONDUITS WITH MULE TAPE AS 8. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS AND x ATTENTION.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS, 6. CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS,FEES,INSPECTIONS AND TESTING.CONTRACTOR IS INDICATED ON DRAWINGS. X TECHNIQUES,SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK TO OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORK BEGINNING OR ORDERING W V UNDER CONTRACT,UNLESS OTHERWISE NOTED. EQUIPMENT. 32.ELECTRICAL AND TELCO RACEWAYS TO BE BURIED A MINIMUM OF 2'DEPTH. 1725 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA,ADJACENT AREAS AND 7. THE TERM"PROVIDE"USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS,INDICATES THAT 33.CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 12"BELOW GROUND O21� AL G BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. THE CONTRACTOR SHALL FURNISH AND INSTALL. AND DIRECTLY ABOVE ELECTRICAL AND TELCO SERVICE CONDUITS.CAUTIONS TAPE TO READ WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS. "CAUTION BURIED ELECTRIC"OR"BURIED TELECOM". 1/28/15 sIONAL�� 8. CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS SUCH AS THE: 10.CONTRACTOR SHALL COORDINATE HIS WORK WITH THE SUPERINTENDENT OF BUILDINGS&GROUNDS LUG SIZE RESTRICTIONS,CONDUIT ENTRY,SIZE OF TRANSFORMERS,SCHEDULED DOWNTIME FOR THE 34.ALL BOLTS SHALL BE STAINLESS STEEL. AND SCHEDULE HIS ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH THE REQUIREMENTS. OWNERS'CONFIRMATION,ETC.ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE I CPM PROJECT NO.: 7141 CONSTRUCTION MANAGER,PRIOR TO BEGINNING ANY WORK. 35.ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL 11.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK OF OTHERS AS CODES AND ALL LOCAL AND STATE CODE,LAWS AND ORDINANCES.PROVIDE ALL COMPONENTS PRELIMINARY IT MAY RELATE TO RADIO EQUIPMENT,ANTENNAS AND ANY OTHER PORTIONS OF THE WORK. 9. MINIMUM WIRE SIZE SHALL BE#12 AWG,NOT INCLUDING CONTROL WIRING,UNLESS NOTED AND WIRING SIZES AS REQUIRED TO MEET NEC STANDARDS. OTHERWISE.ALL CONDUCTORS SHALL BE COPPER WITH THWN INSULATION. NO. DATE I DIC I DESCRIPTION 12.INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS 36.CONTRACTOR SHALL COORDINATE WITH LOCAL POWER COMPANY FOR REQUIREMENTS OF POWER 0 12-17-14 1 JG/JS 1 90%CD REVIEW RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR 10.OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS,CASTALLOY WITH THREADED HUBS IN SERVICE LINE TO THE METER BASE.POWER SERVICE REQUIREMENT IS COMMERCIAL.AC NOMINAL 1 01-20-151JG/MSI CPM COMMENT REGULATIONS TAKE PRECEDENCE. WET/DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. 1201208 VOLT OR 120/240 VOLT,SINGLE PHASE WITH 200 AMP RATING WHEN REQUIRED. 2 01-20-15 JG/MS I CLIENT COMMENT 13.MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES,EQUIPMENT,IMPROVEMENTS, 11.IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION. 37,CONTRACTOR SHALL COORDINATE WITH LOCAL TELEPHONE COMPANY FOR SERVICE LINE SUBMfTTAL PIPING ETC.AND IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION. CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL REQUIREMENTS TO TERMINATE AT THE PPC CABINET. NO DATE D//MCSDESCRIPTION 14.IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES,OR SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING 0 01-30-15 JG/MS BP SUBMIT PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS,PIPE RUNS,ETC.,MUST BE CLEARLY TAL ORDER. 38.CONTRACTOR SHALL FURNISH AND INSTALL ELECTRIC METER BASE AND 200A DISCONNECT SWITCH PER SITE PLAN DETAIL DRAWINGS AND PER LOCAL UTILITY COMPANY SPECIFICATIONS. UNDERSTOOD THAT REINFORCING STEEL SHALL NOT BE DRILLED INTO,CUT OR DAMAGED UNDER ANY 12,ELECTRICAL SYSTEM SHALL BE AS COMPLETELY AND EFFECTIVELY GROUNDED.AS REQUIRED BY THE METER BASE SHOULD BE LOCATED IN A MANNER WHERE ACCESSIBLE BY THE LOCAL POWER CIRCUMSTANCES(UNLESS NOTED OTHERWISE).LOCATIONS OF REINFORCING STEEL ARE NOT SPECIFICATION,SET FORTH BY VERIZON WIRELESS. COMPANY. DEFINITELY KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT. 13.ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS, 391OCAL POWER COMPANY SHALL PROVIDE 200 AMP ELECTRIC METER.CONTRACTOR SHALL 15.REPAIR ALL EXISTING WALL SURFACES DAMAGED DURING CONSTRUCTION SUCH THAT THEY MATCH WORKMANLIKE MANNER.THE COMPLETED SYSTEM SHALL BE FULL OPERATIVE AND SUBJECT TO COORDINATE INSTALLATION OF METER WITH LOCAL POWER COMPANY. SITE NAME AND BLEND IN WITH ADJACENT SURFACES. REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION MANAGER. 40.UNDERGROUND POWER AND TELCO SERVICE LINES SHALL BE ROUTED IN A COMMON TRENCH.ALL LAU R I DS E N 16.SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L.LISTED AND FIRE CODE APPROVED 14.ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 AND CONDUIT EXPOSED ABOVE GROUND MATERIALS. PROGRESS OF CONSTRUCTION. SHALL BE GALVANIZED RIGID STEEL TUBING UNLESS OTHERWISE INDICATED. 17.KEEP CONTRACT AREA CLEAN,HAZARD FREE,AND DISPOSE OF ALL DIRT,DEBRIS,AND RUBBISH. 15.CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS OR A PERIOD 41.ALL TELCO CONDUIT LINES SHALL BE 4"SCH.40 PVC CONDUIT UNLESS OTHERWISE INDICATED.THE TAX ID NO.: EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OF THE OWNER SHALL BE REMOVED. OF NOT LESS THAN TWO YEAR FROM DATE OF CUSTOMER'S ACCEPTANCE. TELCO CONDUIT FROM THE PPC SHALL BE ROUTED AND TERMINATED AT DESIGNATED TELCO LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS,DUST,OR SMUDGES OF ANY DEMARCATION OR 2-FEET OUTSIDE FENCED AREA,NEAR UTILITY POLE(IN FENCED AREA),OR END 063000015350 NATURE.CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL COMPLETION OF 16.THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE WITHIN CAP OFF AND PROVIDE MARKER STAKE PAINTED BRIGHT ORANGE WITH DESIGNATION FOR TELCO CONSTRUCTION. 48 HOURS AND SHALL INCLUDE THE REPLACEMENT OF THE REPAIR OF ANY OTHER PHASE OF THE SERVICE. INSTALLATION,WHICH MAY HAVE BEEN DAMAGED THEREIN. 18.MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH CABLE 42.CONDUITS INSTALLED AT PCS EQUIPMENT ENDS PRIOR TO THE EQUIPMENT INSTALLATION SHALL SITE ADDRESS MANUFACTURERS RECOMMENDATIONS. 17.ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST BE STUBBED AND CAPPED AT 8"ABOVE GRADE OR PLATFORM.IF SERVICE LINES CANT BE 1303 WEST 8TH STREET PUBLIC LOSS AND ANY/ALL PROPERTY DAMAGE FOR THE DURATION OF WORK. INSTALLED INITIALLY,PROVIDE NYLON PULL CORD IN CONDUITS. 19.ALL EXISTING INACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER UTILITIES,WHICH INTERFERE WITH PORT ANGELES,WA 98362 THE EXECUTION OF THE WORK,SHALL BE REMOVED AND/OR CAPPED,PLUGGED OR OTHERWISE 18.PROVIDE AND INSTALL CONDUIT,CONDUCTORS,PULL WIRES,BOXES,COVER PLATES AND DEVICES 43.THE VERIZON WIRELESS CABINET,INCLUDING 200 AMP LOAD PANEL AND TELCO PANEL,SHALL BE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK,SUBJECT FOR ALL OUTLETS AS INDICATED. PROVIDED BY OWNER AND INSTALLED BY THE CONTRACTOR.CONTRACTOR IS TO INSTALL TO THE APPROVAL OF THE ENGINEER. BREAKER(S)NOT PROVIDED BY MANUFACTURER.SEE PANEL SCHEDULE ON THIS SHEET FOR 20.CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION.EROSION 19.DITCHING AND BACK FILL:CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT BREAKER REQUIREMENTS. SHEET TITLE CONTROL MEASURES,IF REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WITH AND/OR CABLES INCLUDING EXCAVATION AND BACKFILLING AND COMPACTION.REFER TO NOTES AND JURISDICTIONAL OR STATE AND LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL AND REQUIREMENTS,EXCAVATION,AND BACKFILLING. GENERAL COORDINATED WITH LOCAL REGULATORY AUTHORITIES. 20.MATERIALS,PRODUCTS AND EQUIPMENT,INCLUDING ALL COMPONENTS THEREOF,SHALL BE NEW AND NOTES 21.LIGHT SHADED LINES AND NOTES REPRESENT WORK PREVIOUSLY DONE.DARK SHADED LINES AND SHALL APPEAR ON THE LIST OF U.L.APPROVED ITEMS AND SHALL MEET OR EXCEED THE NOTES REPRESENT THE SCOPE OF WORK FOR THIS PROJECT.CONTRACTOR SHALL VERIFY IF EXISTING REQUIREMENTS OF THE NEC,NEMA AND IEEE. CONSTRUCTION IS COMPLETE.CONTRACTOR SHALL NOTIFY ENGINEER OF ANY EXISTING CONDITIONS 21.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. ANY/ALL LIGHTING FIXTURES,SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE SHEET NO. 22.CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND/OR WIRING CERTIFICATES REQUIRED FOR CONSTRUCTION MANAGER PRIOR TO INSTALLATION. THE ELECTRICAL SERVICE UPGRADE.IN ADDITION,CONTRACTOR SHALL PROVIDE ALL NECESSARY //�� COORDINATION AND SCHEDULING WITH THE SERVING ELECTRICAL UTILITY AND LOCAL INSPECTION 22.ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL = AUTHORITIES. CONTRACTORS RESPONSIBILITY AND SHALL BE INCLUDED IN THE COST FOR WGN- 1 AND PERFORMED V TO THE SATISFACTION OF THE'CONSTRUCTION MANAGER'UPON FINAL ACCEPTANCE. 441OCATION OF ELECTRIC METER AND DISCONNECT SWITCH TO BE PROVIDED BY GENERAL ANTENNA & COAX NOTES .� CONTRACTOR. 1. VERIFY EACH COAXIAL AND HYBRID CABLE LENGTH,DIAMETER,ROUTING,COLOR CODING AND ALL 15.ALL TREES AND SHRUBS WHICH ARE NOT INDIRECT CONFLICT WITH THE IMPROVEMENTS SHALL BE 6 45.QUESTI NSA SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING BID.ANY APPURTENANCES WITH ALCATEL-LUCENT. PROTECTED BY THE GENERAL CONTRACTOR. Vern onwirel eSS QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTORS FUNCTIONS.THE SCOPE OF WORK,OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE 2, THE MAXIMUM COAXIAL CABLE LENGTH AND CORRESPONDING COAXIAL CABLE DIAMETER IS SHOWN 16•ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR WITH LOCAL BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION,NOT ESTIMATED ON SHEET A6.0.THIS CABLE LENGTH IS TO BE USED FOR FABRICATION OR CONSTRUCTION. UTILITY COMPANY,TELEPHONE COMPANY,AND ANY OTHER UTILITY COMPANIES HAVING AFTER THE CONTRACT HAS BEEN AWARDED. ACTUAL ANTENNA CABLE LENGTH(S)MUST BE VERIFIED.COAXIAL CABLE SHALL BE PROVIDED BY JURISDICTION OVER THIS LOCATION. 461OCATION OF EQUIPMENT,CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE ALCATEL-LUCENT. AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO ROUGH-IN. 3. ALL COAX CABLES SHALL UTILIZE GROUND KITS,GROUNDED AS FOLLOWS: 47.THE CONDUIT RUNS AS SHOWN ON THE PLANS ARE APPROXIMATE EXACT LOCATION AND ROUTING A.NEAR ANTENNA RAD CENTER ELEVATION, SHALL BE PER EXISTING FIELD CONDITIONS. B. MIDDLE OF TOWER(MID-HEIGH OF ANTENNA),IF CABLE RUN IS OVER 200', Cascadia PM 48. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. C.BOTTOM OF TOWER, D.AT MASTER GROUND BAR 3'-0"FROM MMBS-BBU CABINET 49. ALL CONDUITS SHALL BE MET WITH BENDS MADE IN ACCORDANCE WITH NEC TABLE 346-10.NO RIGHTENVI RONM ENTAL NOTES 3322 SOUTH BAY ROAD NE 4. ALL TOP JUMPERS SHALL BE LENGTHS AS SHOWN AND INSTALLED BY CONTRACTOR. OLYMPIA,WA 98506 ANGLE DEVICE OTHER THAN STANDARD CONDUIT ELBOWS WITH 12"MINIMUM INSIDE SWEEPS FOR PH:3,60-413.8.8-00.2- ALL 60.438.8002ALL CONDUITS 2"OR LARGER. 5. ALL CABLES SHALL BE COLOR CODED AS SHOWN ON SHEET RF-1 AND IN ACCORDANCE WITH VERIZON 1. ALL WORK PERFORMED SHALL BE DONE IN ACCORDANCE WITH ISSUED PERMITS.THE WIRELESS SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR PAYMENT OF FINES AND PROPER CLEAN UP FOR 50. ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH PLASTIC THROAT INSULATING GROUNDING AREAS IN VIOLATION. BUSHINGS. 6. BANDING SHALL BE IN ACCORDANCE WITH SHEET A-4,RF-1 AND AS FOLLOWS: 2. CONTRACTOR AND/OR DEVELOPER SHALL BE RESPONSIBLE FOR CONSTRUCTION AND \ 51. ALL WIRE SHALL BE"TYPE THWN,SOLID.ANNEALED COPPER UP TO SIZE 1/10 AWG(18 AND LARGER A.MAIN LINE COLOR BANDS SHALL BE 2"WIDE.MAINTAIN 1"SPACING BETWEEN COLORS. MAINTENANCE OF EROSION AND SEDIMENTATION CONTROLS DURING CONSTRUCTION FOR �" � ({� �u � (a� SHALL BE CONCENTRIC STRANDED)75 DEGREE C,(167 DEGREES F),98°CONDUCTIVITY.MINIMUM#12. B.FREQUENCY COLOR BANDS SHALL BE 2"WIDE WITH NO SPACE BETWEEN COLORS. PROTECTION OF ADJACENT PROPERTIES,ROADWAYS AND WATERWAYS AND SHALL BE MAINTAINED IN PLACE THROUGH FINAL JURISDICTIONAL INSPECTION&RELEASE OF SITE, e n a i n e e 1) e C.JUMPER COLOR BANDS SHALL BE 1"WIDE WITH 1"SPACE. ® 52. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES.J-BOXES,EQUIPMENT BOXES AND CABINETS WITH D.START COLOR BANDS 2"BEYOND WEATHERPROOFING. 3. CONTRACTOR SHALL INSTALUCONSTRUCTBLL NECESSARY SEDIMENT/SILT CONTROL FENCING r ' APPROVED PLASTIC TAGS,ACTION CRAFT,BRADY,OR APPROVED EQUAL. E. START SELECTOR COLOR NEXT TO END CONNECTORS. AND PROTECTIVE MEASURES WITHIN THE LIMITS OF SITE DISTURBANCE PRIOR TO CONSTRUCTION. 53. ALL NEW MATERIAL SHALL HAVE A U.L.LABEL. 7. FINAL COAXIAL ANTENNA CABLE SIZES SHALL BE DETERMINED BY VERIZON WIRELESS RF ENGINEER. 4. NO SEDIMENT SHALL BE ALLOWED TO EXIT THE PROPERTY,THE CONTRACTOR IS RESPONSIBLE 'P SEE ANTENNA SCHEDULE SHEET A-4.BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY VERIZON FOR TAKING ADEQUATE MEASURES FOR CONTROLLING EROSION.ADDITIONAL SEDIMENT CONTROL 54. CONDUIT ROUGH-IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION WIRELESS. Q TO CONFLICTS.VERIFY WITH MECHANICAL CONTRACTOR AND COMPLY AS REQUIRED. FENCING MAY BE REQUIRED IN ANY AREAS SUBJECT TO EROSION. N 8. SEE CONSTRUCTION MANAGER FOR ANTENNA SUPPORT ASSEMBLY TYPE. 0� 5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL `- W r 55. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN NOT HAND WRITTEN. g, ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TIMES WITH SILT AND EROSION CONTROL MEASURES MAINTAINED ON THE DOWNSTREAM SIDE OF p, TO EXCEED VOR THE CABLE MANUFACTURES SPECIFICATIONS WHICHEVER IS LESSSITE DRAINAGE.ANY DAMAGE TO ADJACENT PROPERTY AS A RESULT OF EROSION WILL BE X ,WITH HARDWARE (Y 56. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND CORRECTED AT THE CONTRACTORS EXPENSE. Lu NEC.THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES. SPECIFIED IN THE COAXIAL CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL REPORT. 41725 V PULLBOXES,AND ALL DISCONNECT SWITCHES,STARTERS,AND EQUIPMENT CABINETS. 10.PROVIDE AT LEAST 6"OF SLACK IN THE MAIN COAXIAL CABLES AT THE ANTENNA MOUNTING ELEVATION 8. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS AND ANY REPAIRS OF ALL �itA AL TO PROVIDE FOR FUTURE CONNECTOR REPLACEMENT. SEDIMENT CONTROL MEASURES INCLUDING SEDIMENT REMOVAL AS NECESSARY. s G 57. THE CONTRACTOR SHALL PREPARE AS-BUILT DRAWINGS.DOCUMENT ANY AND ALL WIRING AND `rIONAL�� EQUIPMENT CONDITIONS AND CHANGES WHILE COMPLETING THIS CONTRACT.SUBMIT AT 7. CLEARING OF VEGETATION AND TREE REMOVAL SHALL BE ONLY AS PERMITTED AND BE HELD TO A SUBSTANTIAL COMPLETION. MINIMUM.ONLY TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED. 1/28/15 60. ALL DISCONNECT SWITCHES AND OTHER CONTROLLING DEVICES SHALL BE PROVIDED WITH SITE WORK NOTES 8. SEEDING SAND MULCHING AND/OR SODDING OF THE SITE WILL BE ACCOMPLISHED AS SOON AS CPM PROJECT NO.: 7741 ENGRAVED PHENOLIC NAMEPLATES INDICATING EQUIPMENT CONTROLLED,BRANCH CIRCUITS POSSIBLE AFTER COMPLETION OF THE PROJECT FACILITIES AFFECTING LAND DISTURBANCE. INSTALLED ON,AND PANEL FIELD LOCATIONS FED FROM(NO EXCEPTIONS.)PROVIDE SAMPLE FOR 1. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES,UNLESS OTHERWISE 9 CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS PRELIMINARY CONSTRUCTION MANAGER'S APPROVAL. NOTED. REQUIRED BY LOCAL,COUNTY AND STATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS NO. DATE I DIC I DESCRIPTION 61. ALL ELECTRICAL DEVICES AND INSTALLATIONS OF THE DEVICES SHALL COMPLY WITH(ADA) 2. DO NOT SCALE BUILDING DIMENSIONS FROM DRAWING. FROM SOIL LOSS AND TO PREVENT ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE 0 12-17-14 1 JG/JS 1 90%CD REVIEW PATHS LEAVING THE CONSTRUCTION AREA.THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES, 1 01-20-15 JG/MS CPM COMMENT AMERICANS WITH DISABILITIES ACT AS ADOPTED BY THE APPLICABLE STATE. 3. SIZE,LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL BE STRAW BALE SEDIMENT BARRIERS,AND CHECK DAMS. 2 Ot-20-15 JG/MS CLIENT COMMENT ACCURATELY NOTED AND PLACED ON AS-BUILT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO 62. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS OR RISERS THROUGH BUILDING.DO ARCHITECT/ENGINEER AT COMPLETION OF PROJECT. 10.RIP RAP OF SIZES INDICATED SHALL CONSIST OF CLEAN,HARD,SOUND,DURABLE,UNIFORM IN NOT PENETRATE STRUCTURAL MEMBERS WITHOUT CONSTRUCTION MANAGERS APPROVAL.SLEEVES 4QUALITY STONE FREE OF ANY DETRIMENTAL QUANTITY OF SOFT,FRIABLE,THIN,ELONGATED OR SUBMITTAL ANO/OR PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE PACKED WITH FIRE RATED . ALL EXISTING UTILITIES,FACILITIES,CONDITIONS AND THEIR DIMENSIONS SHOWN PIANS HAVE LAMINATED PIECES,DISINTEGRATED MATERIAL,ORGANIC MATTER,OIL,ALKALI,OR OTHER MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE.FILL FOR FLOOR BEEN PLOTTED FROM AVAILABLE RECORDS.THE ENGINEER AND OWNER ASSUME NOT RESPONSIBILITY DELETERIOUS SUBSTANCES. NO. DATE D/C DESCRIPTION WHATSOEVER AS TO THE SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN ON THE PLANS 0 01-30-15 JG/MS BP SUBMITTAL PENETRATIONS SHALL PREVENT PASSAGE OF WATER,SMOKE,FIRE AND FUMES.ALL MATERIAL SHALL OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT.CONTRACTOR SHALL BE RESPONSIBLE FOR BE UL APPROVED FOR THIS PURPOSE. DETERMINING EXACT LOCATION OF ALL EXISTING UTILITIES AND FACILITIES PRIOR TO START OF FOUNDATION, EXCAVATION AND BACKFILL NOTES CONSTRUCTION.CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED 63. ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT(NEW AND EXISTING)SHALL BE FIELD VERIFIED INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING WITH THE OWNER'S REPRESENTATIVE AND EQUIPMENT SUPPLIER PRIOR TO ROUGH-IN Of CONDUIT EXISTING UTILITIES. 1. ALL FINAL GRADED SLOPES SHALL BEA MAXIMUM OF 3 HORIZONTAL TO 1 VERTICAL. AND WIRE.ALL EQUIPMENT SHALL BE PROPERLY CONNECTED ACCORDING TO THE NAMEPLATE DATA 5. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO 2. ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE SHALL BE OF UNDISTURBED SOILS, FURNISHED ON THE EQUIPMENT(THE DESIGN OF THESE PLANS ARE BASED UPON BEST AVAILABLE START OF CONSTRUCTION.ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLANS SUBSTANTIALLY HORIZONTAL AND FREE FROM ANY LOOSE,UNSUITABLE MATERIAL OR FROZEN SITE NAME INFORMA110N AT THE TIME OF DESIGN AND SOME EQUIPMENT CHARACTERISTICS MAY VARY FROM SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLUTION AND SOILS,AND WITHOUT THE PRESENCE OF POUNDING WATER.DEWATERING FOR EXCESS GROUND DESIGN AS SHOWN ON THESE DRAWINGS). I NDT OCTA N,AN BY NO FURTHER EARCHORK SHALL BE PERF E TIOED UNTIL SECURE HE DISCREPANCY IS ON MEANS ED WATER SHALL BE PROVIDED WHEN REQUIRED.COMPACTION OF SOILS UNDER CONCRETE PAD LAU R I D S E N CORRCONTRACTOR WILL HAVE WORKED AT HIS/HER OWN RISK AND EXPENSE. FOUNDATIONS SHALL NOT BE LESS THAN 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY 64. LOCATION OF ALL OUTLET,BOXES,ETC.,AND THE TYPE OF CONNECTION(PLUG OR DIRECT)SHALL BE FOR THE SOIL IN ACCORDANCE WITH ASTM D1557. CONFIRMED WITH THE OWNER'S REPRESENTATIVE PRIOR TO ROUGH-IN. 6. CONTRACTOR SHALL CALL LOCAL DIGGER HOT LINE FOR UTILITY LOCATIONS 48 HOURS PRIOR TO ANTENNA & HYBRID CABLE NOTES START OF CONSTRUCTION. 3 INADEQUATE BEARING CAPACITY IS REACHED AT THE DESIGNED EXCAVATION DEPTH,THE CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL.IF TAX ID NO.: 7. ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED BY UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE REPLACED WITH 063000015350 1. VERIFY EACH HYBRID CABLE LENGTH,ROUTING,DIAMETER,COLOR CODING AND ALL CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK. MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION SHALL BE FILLED WITH APPURTENANCES WITH ALCATEL-LUCENT. CONCRETE OF THE SAME TYPE SPECIFIED FOR THE FOUNDATION.CRUSHED STONE MAY BE USED 8. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE AND IS TO FEATHER TO STABILIZE THE BOTTOM OF THE EXCAVATION.ANY STONE SUB BASE MATERIAL,IF USED,SHALL 2. THE HYBRID CABLE AND DIAMETER LENGTH IS SHOWN ON A-4.EXCESS CABLE LENGTHS TO BE INTO EXISTING GRADES AT THE GRADING LIMITS. NOT SUBSTITUTE FOR REQUIRED THICKNESS OF CONCRETE. SITE ADDRESS DRESSED IN A MANNER APPROVED BY ALCATEL-LUCENT.CABLES CANNOT BE CUT TO FIT. 9. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS,UTILITIES,ETC.,SHALL BE 4. ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION,TRASH, 1303 WEST 8TH STREET PROPERLY LAID BACK OR BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL SAFETY AND DEBRIS,AND SO FORTH PRIOR TO BACK FILLING.BACK FILL SHALL CONSIST OF APPROVED 3. HYBRID CABLE INTERNAL GROUND WIRE TO BE GROUNDED AT TOP AND BOTTOM PER SAMSUNG'S HEALTH ADMINISTRATION(OSHA)REQUIREMENTS. MATERIALS SUCH AS EARTH,LOAM SANDY CLAY,SAND AND GRAVEL,OR SOFT SHALE,FREE FROM PORT ANGELES,WA 98362 (VERIZON WIRELESS)SPECIFICATIONS. CLODS OR LARGE STONES OVER 21/2"MAX DIMENSIONS.ALL BACK FILL SHALL BE PLACED IN tO.STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 95%OF MAXIMUM STANDARD PROCTOR DRY DENSITY. COMPACTED LAYERS. 4. EXCESS TOP 15'HYBRID CABLE FIBER JUMPERS TO BE DRESSED IN A MANNER APPROVED BY 5. ALL FILL MATERIALS AND FOUNDATION BACK FILL SHALL BE PLACED MAXIMUM 6"THICK LIFTS ALCATEL-LUCENT, CANNOT BE COILED,MUST BE SECURED TO TOWER MOUNTS. 11.NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVED BY FILLING WITH SHEET TITLE APPROVED CLEAN FILL AND COMPACTED TO 95%OF STANDARD PROCTOR DENSITY. BEFORE COMPACTION.EACH LIFT SHALL BE WETTED IF REQUIRED AND COMPACTED TO NOT LESS S. ALL MAIN CABLES SHALL BE COLOR CODED AS SHOWN ON SHEET RF-1&IN ACCORDANCE WITH THAN 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR SOIL IN ACCORDANCE WITH GENERAL VERIZON WIRELESS SPECIFICATIONS, 12,ALL FILL SHALL BE PLACED IN UNIFORM LIFTS.THE LIFTS THICKNESS SHOULD NOT EXCEED THAT ASTM D1557. WHICH CAN BE PROPERLY COMPACTED THROUGHOUT ITS ENTIRE DEPTH WITH THE EQUIPMENT 6. BANDING SHALL BE IN ACCORDANCE WITH SHEET A-4,RF-1&AS FOLLOWS: AVAILABLE. 6. NEWLY PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 HRS PRIOR TO BACK NOTES FILLING. A.MAIN LINE COLOR BANDS SHALL BE 2"WIDE,MAINTAIN 1"SPACING BETWEEN 13.ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL TO 1 VERTICAL B. JUMPER COLOR BANDS SHALL BE 1"WIDE WITH 1"SPACE. SHALL BE PROPERLY BENCHED INTO THE EXISTING SLOPE AS DIRECTED BY A GEOTECHNICAL 7. FINISHED GRADING SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE AND PREVENT STANDING C. START COLOR BANDS 2"BEFORE MAIN CABLE END ENGINEER. WATER.THE FINAL(FINISH)ELEVATION OF SLAB FOUNDATIONS SHALL SLOPE AWAY IN ALL DIRECTIONS FROM THE CENTER.FINISH GRADE OF CONCRETE PADS SHALL BE A MAXIMUM OF 4 7. FINAL HYBRID CABLE SIZES SHALL BE DETERMINED BY SAMSUNG RF ENGINEER.SEE HYBRID CABLE 14.CONTRACTOR SHALL CLEAN ENTIRE SITE DAILY AFTER CONSTRUCTION SUCH THAT NO PAPERS, INCHES ABOVE FINAL FINISH GRADE ELEVATIONS.PROVIDE SURFACE FILL GRAVEL TO ESTABLISH SHEET NO. SCHEDULE SHEET A-4.BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY ALCATEL-LUCENT. THRASH,WEEDS,BRUSH OR ANY OTHER DEPOSITS WILL REMAIN.ALL MATERIALS COLLECTED DURING SPECIFIED ELEVATIONS WHERE REQUIRED. CLEANING OPERATIONS SHALL BE DISPOSED OF OFF-SITE BY THE GENERAL CONTRACTOR. 8. ALL HYBRID CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT GN-2 TO EXCEED T HORIZONTALLY OR*VERTICALLY OR THE CABLE MANUFACTURER'S SPECIFICATIONS WHICHEVER IS LESS,WITH HARDWARE SPECIFIED IN THE HYBRID CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL SUPPORT. FNDN, EXCAVATION AND BACKFILL NOTES CONT. CONCRETE MASONRY NOTES WEATHERPROOFING NOTES 8. NEWLY GRADED SURFACE AREAS TO RECEIVE GRAVEL SHALL BE COVERED WITH GEOTEXTILE FABRIC 1. CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C90,GRADE N-1, STANDARD CONSTRUCTION SPECIFICATIONS FOR WIRELESS SITES V@I'IO11 Wlrele TYPE:TYPAR-3401 AS MANUFACTURED BY"CONSTRUCTION MATERIAL 1-800-239-3841"OR AN APPROVED (F'M=1,500 PS).MEDIUM WEIGHT(115 PCF). 3.6 WEATHERPROOFING CONNECTORS AND GROUND KITS: ss EQUIVALENT,SHOWN ON PLANS.THE GEOTEXTILE FABRIC SHALL BE BLACK IN COLOR TO CONTROL THE A. ALL CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED USING BUTYL RUBBER RECURRENCE OF VEGETATIVE GROWTH AND EXTEND TO WITHIN 1 FOOT OUTSIDE THE SITE FENCING 2. MORTAR SHALL BE TYPE"S"(MINIMUM 1,800 PSI AT 28 DAYS). WEATHERPROOFING AND TAPE.THIS INSTALLATION MUST BE DONE IN ACCORDANCE WITH OR ELECTRICAL GROUNDING SYSTEM PERIMETER WHICH EVER IS GREATER.ALL FABRIC SHALL BE THE MANUFACTURER'S RECOMMENDATION OR AS SHOWN ON THE CONSTRUCTION COVERED WITH A MINIMUM OF 4"DEEP COMPACTED STONE OR GRAVEL AS SPECIFIED.I.E.FDOT TYPE 3. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. DRAWINGS(WHICHEVER IS GREATER).IF NO DIRECTION IS PROVIDED,WEATHERPROOFING NO.57 FOR FENCED COMPOUND;FDOT TYPE NO.67 FOR ACCESS DRIVE AREA. MUST BE DONE PER THE FOLLOWING INSTRUCTIONS. 4. ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS AND ALL CELLS IN RETAINING WALLS AND WALLS BELOW GRADE SHALL BE SOLID GROUTED. 1. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE ENCOMPASSED INTO COLD 9. IN ALL AREAS TO RECEIVE FILL,REMOVE ALL VEGETATION,TOPSOIL,DEBRIS,WET AND SHRINK AND COMPLETELY WRAPPED WITH 2 INCH WIDE ELECTRICAL TAPE UNSATISFACTORY SOIL MATERIALS,OBSTRUCTIONS,AND DELETERIOUS MATERIALS FROM GROUND OVERLAPPING EACH ROW BY APPROXIMATELY'IN AND EXTENDING PAST THE ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR LINTEL BEAM UNITS. SURFACE.PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL 5. CONNECTION BY TWO INCHES AS DISCUSSED BELOW;OR Cascadia PM SUCH THAT FILL MATERIAL WILL BIND WITH EXISTING/PREPARED SOIL SURFACE. 6. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER.HORIZONTAL CONSTRUCTION JOINTS SHALL 2. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH LAYERS OF BE FORMED BY STOPPING THE GROUT POUR 1-1/2"BELOW TOP OF THE UPPERMOST UNIT. ELECTRICAUBUTYL RUBBER/ELECTRICAL TAPE AS DISCUSSED BELOW;OR 10.WHEN SUB GRADE OR PREPARED GROUND SURFACE HAS A DENSITY LESS THAN THAT REQUIRED FOR 3. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH TWO 3322 SOUTH BAY ROAD NE THE FILL MATERIAL,SCARIFY THE GROUND SURFACE TO DEPTH REQUIRED,PULVERIZE, 7. ALL BOND BEAM BLOCK SHALL BE"DEEP CUT'UNITS. LAYERS OF 1.5 INCH WIDE SELF-AMALGAMATING TAPE COVERED WITH TWO LAYERS OF OLYMPIA,WA 98506 MOISTURE-CONDITION AND/OR AERATE THE SOILS AND RE-COMPACT TO THE REQUIRED DENSITY ELECTRICAL TAPE AS DISCUSSED BELOW. PH:360.438.8002 PRIOR TO PLACEMENT OF FILLS. 8. PROVIDE INSPECTION AND CLEAN-OUT HOLES AT BASE OF VERTICAL CELLS HAVING GROUT LIFTS IN s. COLD SHRINK INSTALLATION PROCEDURE: 11.IN AREAS WHICH EXISTING GRAVEL SURFACING IS REMOVED OR DISTURBED DURING CONSTRUCTION EXCESS OF 4'-0"OF HEIGHT. 1. REQUIRED MATERIAL:COLD SHRINK TUBE,SPACERS AS NEEDED,BLACK ELECTRICAL TAPE-2 INCHES WIDE OPERATIONS,REPLACE GRAVEL SURFACING TO MATCH ADJACENT GRAVEL SURFACING AND RESTORED 9, ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR. 2. REQUIRED TOOLS:KNIFE AND TAPE MEASURE TO THE SAME THICKNESS AND COMPACTION AS SPECIFIED.ALL RESTORED GRAVEL SURFACING SHALL STEP 1:THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND \� n�� ® BE FREE FROM CORRUGATIONS AND WAVES. 10.CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. CONNECTOR TO REMOVE ALL GREASE AND DIRT,MARK THE MAIN FEED(LARGER ),/\\VJ DIAMETER)COAXIAL CABLE AT LEAST TWO INCHES ABOVE THE CONNECTION AS THE e n a i n e e R e 12.EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED WITH THE CONDITION 11.REINFORCING BARS-SEE NOTES UNDER"STRUCTURAL CONCRETE NOTES"FOR REQUIREMENTS. SPECIFIED START DIMENSION FOR THE COLD SHRINK. THAT ANY UNFAVORABLE AMOUNTS OF ORGANIC MATTER,OR OTHER DELETERIOUS MATERIALS ARE STEP 2:SLIDE THE COLD SHRINK TUBE OVER THE PRE-CONNECTORIZED END OF THE REMOVED PRIOR TO REUSE.FURNISH ANY ADDITIONAL GRAVEL RESURFACING MATERIAL AS NEEDED 12.PROVIDE ONE BAR DIAMETER(A MINIMUM OF 1/2")GROUT BETWEEN MAIN REINFORCING AND MASONRYLARGER DIAMETER COAXIAL CABLE PRIOR TO MATING CONNECTOR INTERFACES.MAKE TO PROVIDE A FULL DEPTH COMPACTED SURFACE THROUGHOUT SITE. UNITS. THE CONNECTION. 13.GRAVEL SUB SURFACE SHALL BE PREPARED TO REQUIRED COMPACTION AND SUB GRADE ELEVATIONS 13.LOW LIFT CONSTRUCTION,MAXIMUM GROUT POUR HEIGHT IS 4 FEET. STEP 3:REMOVE WAX PAPER FROM A SPACER HALF AND PRESS ONTO COAXIAL CABLE �J +PT DIRECTLY BEHIND THE CONNECTOR.REMOVE THE WAX PAPER FROM THE OTHER BEFORE GRAVEL SURFACING IS PLACED AND/OR RESTORED.ANY LOOSE OR DISTURBED MATERIALS 1� SHALL BE THOROUGHLY COMPACTED AND ANY DEPRESSIONS IN THE SUB GRADE SHALL BE FILLED AND SPACER HALF AND ALIGN THE TWO SPACER HALVES WITH ADHESIVE PORTIONS FACING 14.ALL CELLS O CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT,EXCEPT AS NOTED IN THE N COMPACTED WITH APPROVED SELECTED MATERIAL.GRAVEL SURFACING MATERIAL SHALL NOT BE DRAWINGS OR SPECIFICATIONS. EACH OTHER,PRESS THE SPACER HALVES TOGETHER.THE SPACER WILL BE PLACED �Ox NEXT TO THE CONNECTOR ON THE SMALLER DIAMETER COAXIAL CABLE SIDE. y -� USED FOR FILLING DEPRESSIONS IN THE SUB GRADE. 15.CELLS SHALL BE IN VERTICAL ALIGNMENT,DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITH CORES STEP 4:SLIDE THE COLD SHRINK TUBE OVER THE CONNECTION TO THE SPECIFIED d CONTAINING REINFORCING STEEL. START DIMENSION MARK.HOLD THE COLD SHRINK TUBE AND COAXIAL CABLE IN ONE tt 14.PROTECT EXISTING GRAVEL SURFACING AND SUB GRADE IN AREAS WHERE EQUIPMENT LOADS WILL W HAND SO THAT THE EDGE OF COLD SHRINK TUBE IS IN LINE WITH THE MARK. I OPERATE.. 16.REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE AND HEIGHT OF UNITS,LAYING PATTER AND STEP 5:WITH YOUR FREE HAND,BEGIN REMOVING COLD SHRINK TUBE CORE.THE CORE `J GC�j,41725 15.DAMAGE TO EXISTING STRUCTURES AND/OR UTILITIES RESULTING FROM CONTRACTORS NEGLIGENCE JOINT TYPE. WILL BE REMOVED BY UNWINDING IN A COUNTERCLOCKWISE DIRECTION WHILE LIGHTLY O.t. `URAL G�{„ PULLING THE ATTACHED CORD AWAY FROM THE TUBE. SHALL BE REPAIRED AND/OR REPLACED TO THE OWNERS SATISFACTION AT NO ADDITIONAL COST TO Ssl 17.SAND SHALL BE CLEAN,SHARP AND WELL GRADED,FREE FROM INJURIOUS AMOUNTS OF DUST,LUMPS, STEP 8:USE BOTH HANDS TO CONTINUE THE UNWINDING PROCESS AS THE COLD ONAL THE CONTRACT. SHALE,ALKALI OR ORGANIC MATERIAL. SHRINK TUBE BEGINS TO COLLAPSE INTO POSITION.CONTINUE THE UNWINDING 1/28/15 PROCESS UNTIL THE CORE IS COMPLETELY REMOVED AND THE COLD SHRINK TUBE IS 16.ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN THE BID.EXCESS 18.BRICK SHALL CONFORM TO ASTM C-62 AND SHALL BE GRADE MW OR BETTER. INSTALLED. TOPSOIL AND UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY STEP 7:EXCESS COLD SHRINK TUBE EXTENDING TWO INCHES BEYOND THE SPACER r CPM PROJECT NO.: 7741 GOVERNING AGENCIES AT NO ADDITIONAL COST TO THE CONTRACT. STRUCTURAL CONCRETE NOTES HALVES CAN BE REMOVED OR LEFT IN PLACE.EXCESS COLD SHRINK TUBE CAN BE STRUCTURAL STEEL NOTES CAREFULLY CUT OFF WITH A KNIFE. PRELIMINARY 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 318-08 AND THE SPECIFICATION FOR NO. DATE 1 D/CDESCRIPTION 1. ALL STEEL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC MANUAL OF STEEL CAST-IN-PLACE CONCRETE. 0 12-17-14 JG/JS 90%CD REVIEW CONSTRUCTION.STEEL SECTIONS SHALL BE IN ACCORDANCE WITH ASTM AS INDICATED BELOW: 1 01-20 15 JG/MS CPM COMMENT W-SHAPES:ASTM A992,60 KSI 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH FC'=3,000 PSI AT 28 DAYS UNLESS 2 01-20-15 JG/MS I CLIENT COMMENT ANGLES,BARS CHANNELS:ASTM A36,36 KSI NOTED OTHERWISE. HSS SECTIONS:ASTM 500,46 KSI SUBMITTAL PIPE SECTIONS:ASTM A53-E,35 KSI 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615,GRADE 60,DEFORMED UNLESS NOTED NO. DATE D/C DESCRIPTION OTHERWISE.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC 0 01-30-15 JG/MS BP SUBMITTAL 2. ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED. UNLESS NOTED OTHERWISE.SPLICES CLASS"B"AND ALL HOOKS SHALL BE STANDARD UNLESS NOTED OTHERWISE. 3. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS AISC.WHERE FILLET WELD SIZES ARE NOT SHOWN,PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE 4. SHOWN OTHERWISE IM DRAWINGS: AISC"MANUAL OF STEEL CONSTRUCTION".PAINTED SURFACES SHALL BE TOUCHED UP. 4. NONSTRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"0 ASTM A 307 BOLTS UNLESS CONCRETE CAST AGAINST EARTH...............3 IN. SITE NAME NOTED OTHERWISE. CONCRETE EXPOSED TO EARTH OR WEATHER: LAURICISEN 5. FIELD MODIFICATIONS ARE TO BE COATED WITH ZINC ENRICHED PAINT. #6 AND LARGER...............2 IN. #5 AND SMALLER&WWF...............1 1/2 IN. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: TAX ID NO.: SLAB AND WALL...............3/4 IN. BEAMS AND COLUMNS...............1 1/2 IN. 063000015350 5. A 3/4"CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE U.N.O.IN ACCORDANCE WITH ACI 301,LATEST EDITION,SECTION 4. SITE ADDRESS 6. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8"LARGER IN DIAMETER THAN THE 1303 WEST STH STREET ANCHOR BOLT,DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR PORT ANGELES,WA 98362 EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS.LOCATE AND AVOID CUTTING EXISTING REBAR OR TENDONS WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS OR CONCRETE WALLS. 7. USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR,SHALL BE PER ICC& MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES.SPECIAL INSPECTION IS REQUIRED FOR SHEET TITLE (HILTI KWIK BOLT-TZ EXPANSION ANCHORS PER ESR-1917)CONCRETE EXPANSION ANCHORS. INSTALLATION OF WEDGE ANCHORS(I.E.KNK BOLT TZ ANCHORS)IN MASONRY IS NOT PERMITTED GENERAL NOTES SHEET NO. GN-3 WEATHERPROOFING NOTES CONT. DRAWING ABBREVIATIONS AFF ABOVE FINISH FLOOR LF LINEAR FEET STEP 8:WRAP OVER THE COLD SHRINK TUBE WITH ONE LAYER OF BLACK ELECTRICAL TAPE AGL ABOVE GRADE LEVEL MAX MAXIMUM M wirele - - - ss 21NCH WIDTH OVERLAPPING EACH ROW BY 1/2 INCH.THIS TOP LAYER MUST BE WRAPPED AWG AMERICAN WIRE GAUGE MECH MECHANICAL V@PI70n USING A SHINGLED EFFECT.THE LAYER SHALL BE WRAPPED SO THAT THE ENOS ARE IN THE _. UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE AC AIR CONDITIONING MFR MANUFACTURER REPELLED AND NOT ALLOWED TO COLLECT AND POOL.THIS TOP LAYER OF ELECTRICAL TAPE MUST EXTEND TWO INCHES(THE TAPE WIDTH)PAST THE COLD SHRINK TUBE ONTO ADJ ADJUSTABLE MGR MANAGER THE UNDERLYING CABLE.TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT.TAPE SHALL BE CUT WITH A SHARP KNIFE. APPROX APPROXIMATELY MIN MINIMUM C.BUTYL RUBBER TAPE INSTALLATION PROCEDURE: AZ AZIMUTH MISC MISCELLANEOUS 1. REQUIRED MATERIAL:BLACK ELECTRICAL TAPE-2 INCH WIDE AND BUTYL RUBBER TAPE 2 TO BLDG BUILDING MTL METAL Cascadia PM 3 INCHES WIDE. 2. REQUIRED TOOLS:KNIFE OR SCISSORS. CM CONSTRUCTION MANAGER MTZL METALIZE(D) 3322 SOUTH BAY ROAD NE STEP 1:THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR OLYMPIA,WA 98506 TO REMOVE ALL GREASE AND DIRT.WRAP CONNECTOR/GROUND KIT WITH TWO LAYERS OF CAB CABINET MW MICROWAVE PH:360.438.8002 BLACK ELECTRICAL TAPE-2 INCH WIDTH OVERLAPPING EACH ROW BY APPROXIMATELY 1/2 CL CENTERUNE NEC NATIONAL ELECTRICAL CODE INCH.THESE LAYERS OF TAPE MUST BE WRAPPED TIGHT ENOUGH SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT AND MUST EXTEND ONE INCH PAST THE CONNECTOR/GROUND CLG CEILING NK: NOT IN CONTRACT KIT ON EACH SIDE.TWO ROWS SHALL BE APPLIED,ONE IN EACH DIRECTION,WITH THE TOP ROW SHINGLED TO PROMOTE WATER RUNOFF. CLR CLEAR NTS NOT TO SCALE �VE�C.079'71®R STEP 2:WRAP CONNECTOR/GROUND KIT WITH ONE LAYER OF BUTYL RUBBER TAPE(2 TO 3 CO COPPER WA NOT APPLICABLE e n e 1 n e e a s INCHES WIDTH) OVER THE BLACK ELECTRICAL TAPE OVERLAPPING EACH ROW BY APPROXIMATELY 1/2 INCH.THE BUTYL RUBBER TAPE MUST EXTEND 2 TO 3 INCHES (THE CONC CONCRETE OC ON CENTER SJLJLJLA TAPE WIDTH) PAST THE ELECTRICAL TAPE AND COME IN GOOD CONTACT WITH THE UNDERLYING CABLE.ON CONNECTORS,WHEN WEATHERPROOFING FROM THE MAIN LINE TO COND CONDUIT OD OUTSIDE DIAMETER THE JUMPER,BUILD UP THIS AREA WITH EXTRA BUTYL RUBBER TAPE TO INSURE A SMOOTH c9 TRANSITION FREE OF VOIDS AND AIR PACKETS DOWN TO THE SMALLER DIAMETER CABLE. CONST CONSTRUCTION OP OVERHEAD POWER STEP 3:WRAP CONNECTOR/GROUND KIT WITH TWO LAYERS OF BLACK ELECTRICAL TAPE 2 `1 CONT CONTINUOUS OT OVERHEAD FIBER ey INCH WIDTH OVERLAPPING EACH ROW BY 1 INCH. THESE LAST TWO LAYERS MUST BE WRAPPED USING A SHINGLED EFFECT.THE TOP LAYER SHALL BE WRAPPED SO THAT THE CPM CASCADIA PM OPP OPPOSITE 1 ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO x WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL.THESE TOP LAYERS D/C DRAFTER/CHECKER PL PROPERTY LINE LLJ OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE BUTYL w1 RUBBER TAPE ONTO THE UNDERLYING CABLE. DEMO DEMOLISH PLYWD PLYWOOD `l0 AL 41725 ALL LAYERS OF TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE DIA DIAMETER PM PROJECT MANAGER S PRESENT. THE LAST WRAP OF TAPE SHALL NOT BE PULLED OR STRETCHED. ALL TAPE rfONAL�� SHALL BE CUT WITH A SHARP KNIFE OR SCISSORS. DIM DIMENSION PROJ PROJECT 1/28/15 D. SELF-AMALGAMATING TAPE INSTALLATION PROCEDURE: DN DOWN PROP PROPERTY 1. REQUIRED MATERIAL:SELF-AMALGAMATING TAPE-1.5 INCHES WIDE AND BLACK ELECTRICAL CPM PROJECT NO.: 7741 TAPE-2INCHES WIDE. OTL DETAIL PT PRESSURE TREATED PRELIMINARY 2. REQUIRED TOOLS:KNIFE OR SCISSORS. DWG DRAWING RO ROUGH OPENING NO. DATE I D/C I DESCRIPTION STEP 1:THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR 0 12-17-14 JG/JS 90%CD REVIEW TO REMOVE ALL GREASE AND DIRT. EA EACH ROW RIGHT OF WAV 1 01-20-15 JG/MS CPM COMMENT STEP 2:START WRAPPING SELF-AMALGAMATING TAPE ON THE CABLE AT LEAST 2 INCHES ELECT ELECTRICAL RRU REMOTE RADIO UNIT 2 01-20-15 jJG/MSj CLIENT COMMENT FROM THE CONNECTOR/GROUND KIT.MAKE SURE TAPE IS STRETCHED TIGHT DURING THIS APPLICATION. ELEV ELEVATION REQ REQUIRED SUBMITTAL STEP 3: WHILE STRETCHING TAPE, MAKE ONE WRAP OF THE TAPE AROUND THE CABLE, EQ EQUAL SBTC SOLO BARETINNED COPPER NOI DATE 1 D/C DESCRIPTION MAKING SURE THE TAPE IS WRAPPED ONTO ITSELF. THE TAPE WILL ONLY ADHERE TO 1-30-151JGIMSI BP SUBMITTAL ITSELF. EQUIP EQUIPMENT SF SQUARE FEET STEP 4: CONTINUE WRAPPING THE CABLE AND CONNECTOR/GROUND KIT USING HALF EXT EXTERIOR BHT SHEET OVERLAP(0.75 INCH WIDE)LAYERS. STEP 5:WRAP OVER AND PAST THE CONNECTOR/GROUND KIT AT LEAST 2 INCHES. FIN FINISH SPEC SPECIFICATION STEP 6:TO TERMINATE THE SELF-AMALGAMATING TAPE.WRAP THE TAPE AT LEAST ONE FLR FLOOR SQ SQUARE SITE NAME FULL ROUND OVER THE CABLE STRETCHING THE TAPE TIGHT.CUT THE TAPE USING KNIFE LAU R I D S E N OR SCISSORS AND APPLY THE LOOSE END TO THE UNDERLYING SELF-AMALGAMATING TAPE FT FOOT,FEET SS STAINLESS STEEL USING THUMB PRESSURE. GA GAUGE STL STEEL STEP 7:TWO ROWS OF SELF-AMALGAMATING TAPE SHALL BE APPLIED IN THIS MANNER,IN ALTERNATING DIRECTIONS.THE TOP LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN GALV GALVANIZED STRUCT STRUCTURE,STRUCTURAL TAX ID NO.: AN UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE 063000015350 REPELLED. GC GENERAL CONTRACTOR TOC TOP OF CONCRETE STEP 8:WRAP OVER SELF-AMALGAMATING TAPE WITH TWO LAYERS OF BLACK ELECTRICAL GWB GYPSUM WALL BOARD TOM TOP OF MASONRY TAPE-2 INCH WIDTH OVERLAPPING EACH ROW BY 1 INCH.THESE TOP TWO LAYERS MUST ALSO BE WRAPPED USING A SHINGLED EFFECT.THE LAYERS SHALL BE WRAPPED SO THAT GR GRADE THRU THROUGH SITE ADDRESS THE ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL. THESE TOP GRND GROUND TNND TINNED 1303 WEST 8TH STREET LAYERS OF ELECTRICAL TAPE MUST EXTEND TWO INCHES(THE TAPE WIDTH) PAST THE PORT ANGELES,WA 98362 SELF-AMALGAMATING TAPE ONTO THE UNDERLYING CABLE.ALL LAYERS OF TAPE SHALL BE HVAC HEATING,VENTING 8 AIR CONDITIONING UBC UNIFORM BUILDING CODE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT.THE LAST WRAP OF TAPE HORIZ HORIZONTAL UG UNDERGROUND SHALL NOT BE PULLED OR STRETCHED.ALL TAPE SHALL BE CUT WITH A SHARP KNIFE OR SCISSORS. HT HEIGHT LINO UNLESS NOTED OTHERWISE SHEET TITLE IBC INTERNATIONAL BUILDING CODE UP UNDERGROUND POWER GENERAL ID INSIDE DIAMETER OF UNDERGROUND FIBER NOTES IN INCH VIF VERIFY IN FIELD INSUL INSULATION VERT VERTICAL INT INTERIOR WP WATERPROOF SHEET NO. JBOX JUNCTION BOX W/ WITH LB(S) POUND(S) W/O WITHOUT Address: 1303 W 811 Street z% if`IE �'+ ANGELES For City Use CITY C)IP- Permit# A✓ r W A S H 1 N GrtT O N, U . S. t � Date Received: 321 E 5lh Street ate Approved c Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email:permits@cityofpa.us BUILDING PERMIT AP LICATION Project Address:1303 West 8th Street Phone:509.998.9015 Prima Contact:Centerline Solutions Angela Raymon Email:ara mond c nterlinesolutions.com Name City of Port Angeles Phone 360.417A750 Property Mailing Address Email Y Owner 321E 5th Street / " t� City Port Angeles state '° zip 98362 Namet TBD Pho ` 1 Contractor Address V dooemaiVV J l `' Information city State Zip Contractor License# Exp.Date: Legal Description: Zoning: TazPa ce Pro ect Value: (materials and labor) See Sheet XXX PublicBuiMnganOPaA 063��0 5350 $ 5,900 Residential ❑ Co er A1 8 0 i f'4(1ustrial ❑ Public ❑ Permit Demolition ` 'x Repaf r P Reroof(tear off/lay over) ❑ Classification For the of o ' d th. a ` s a it l' t'o : �t (check New ConstructiVing ter or Rer�tbJel ❑ Addition 8 Tenant Improvement ❑ appropriate) Mechanical ❑ lu �► ther ❑ Fire Sprinkler System Proposed Irrig on System r,tNo osed or Proposed Bathrooms Proposed Bedrooms or Existing? Yes [3 No 0 Exi ' ? Yes 130 N/A NIA In addition to standard hard copy s mittals please send a PDF copy of all Stormwater plans and Engineering to www.stormwater0ciofba.us Project Description rrrasI��tediartgln�fi�ilif��dit�fa�naNnm � r lfi ion lb exiistmg telecommunication facility for anew Miumwammrtten, . -kV"C)�14A4,N�CdhtlA A6c — T - - - 2f �(l Is project in aFl od Zone: Yes [3 Nob Flood Zone Type: If in a Flood Zo e, what is the value of the structure before proposed improvement? $ I have readd completed the application and know it to be true and correct. I am authorized to apply for this permi and understand that it is my responsibility to determine what permits are required and to obtain p its prior to work. I understand that plan review fees are not refundable after review has F occurre . I understand that I will forfeit review fees if I withdraw the application before the permit is issued. I understand that if the permit is not picked up/issued within i8o days of submittal,the application will be considered abandoned and the fees will be forfeited. Angelay Date r �b 2�� Print Name Angela Raymond Signature Residential Structures Existing Proposed Construction For Office Use Area Descriptions(SQ FT) Floor area Floor area $Value new area Basement First Floor Second Floor Covered Deck/Porch/Entry Deck(over 30"or . floor) Garage Carport Other(describe) Area Totals Commercial Structures Area Descriptions(SQ FT) Existing Proposed Construction For Office Use Floor area Floor area $Value new area Existing Structure(s) 400 N/A Proposed Addition N/A 5,000 Tenant Improvement? Other work(describe) Site Area Totals 400 400 Lot/Site Coverage Calculations Lot Size(sq ft) Lot Coverage(sq ft)foot print of %Lot Coverage(Total lot cov-lot size) Max Bldg Height 779,724 1 all structures sq ft less than 1% Site Coverage(Sq Ft of all impervious) %of Site Coverage(total site cov_lot size) Existing 400 Less than I% Mechanical Fixtures Indicate how many of each type of fixture to be installed or relocated as part of this project. Air Handler Size: # Haz/Non-Haz Piping Outlets: Appliance Exhaust Fan # Heater(Suspended,Floor,Recessed wall) # Boiler/Compressor Size: # Heating/Cooling appliance # repair/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) Fireplace/Gas Stove/Gas Cook Stove/Misc. Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # Furnace/Heat Pump/ Size: # Ventilation.System # Forced Air Unit Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # Water Heater # Plumbing Vent piping # Medical gas piping #of Outlets: Water Line # Fuel gas piping #of Outlets: Sewer Line # Industrial wastep retreatment interceptor Grease Trap) Size Other describe T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4-17-13.docx Address: 1303 W 8th Street PREPARED 2/04/16, 9:47:05 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 2/04/16 ------------------------------------------------------------------------------------------------ ADDRESS . : 1303 W STH ST SUBDIV: CONTRACTOR : PHONE OWNER CITY OF PORT ANGELES PHONE PARCEL 06-30-00-0-2-4400-0000- APPL NUMBER: 15-00000938 COMM REPAIR ----------------------------- - PERMIT= BPC 00 BUILDING PERMIT - COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ----------------------------------------------------------------------------------------------- BL99 01 2/04/16 BLDG FINAL / February 4, 2016 8:31:44 AM jlierly. deanna 847-466-3124 gate code 7011 ------------------------ ------------ COMMENTS AND NOTES -------------------------------------- %"�► CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 15-00000938 Date 9/04/15 Application pin number . . . 363884 Property Address . . . . . 1303 W 8TH ST ASSESSOR PARCEL NUMBER: 06-30-00-0-2-4400-0000- REPORT SALES TAX Application type description COMM REPAIR Subdivision Name . . . . . . on your state excise tax form Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . PUBLIC BUILDINGS & PARKS Location Code 0502) Application valuation . . . . 45000 Application desc Remove/ Add 3 panel antennas ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ CITY OF PORT ANGELES OWNER PO BOX 1150 PORT ANGELES WA 983620217 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT - COMMERCIAL Additional desc REMOVE ADD 3 ANTENNAS ETC Permit Fee . . . . 619.75 Plan Check Fee 402.84 Issue Date . . . . 9/04/15 Valuation . . . . 45000 Expiration Date 3/02/16 Qty Unit Charge Per Extension BASE FEE 417.75 20.00 10.1000 THOU BL-25,001-50K (10.10 PER K) 202.00 ---------------------------------------------------------------------------- Special Notes and Comments Electrical load calculations and electrical permits are required. Public Works Utility Engineering has no requirements for this plan review. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE SURCHARGE 4.50 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 619.75 619.75 .00 .00 Plan Check Total 402.84 402.84 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 1027.09 1027.09 .00 .00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within.180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. 6A,Lllerg„ Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists%GirGirders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only)___ T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit THE �-{ For City Use CITY OFPk ' } ; N;G■ ,LES`= Permit# WA S H I N G T O N , U . S. Date Received: 7 321 E 5th Street ate Approved Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email:permits@cityofpa.us BUILDING PERMIT PPLICATION Project Address: 1303 W 8th ST Phone:206-601-7043 Prima Contact:William Millhollin Email:william nw ermit.com Name City of Port Angeles Phone 360-417-4750 Property Mailing Address Email Owner 321E 5th Street City Port Angeles state WA Zip 98362 Name TBD Phone Contractor Address Email Information city state zip Contractor License# Exp.Date: Legal Description: Zoning: Tax Parcel# Project Value: (materials and labor) 1-2 1-20 BLKBL153LTSAS BLE PA LTL TCBLE243LTS 9-PBP 063000015 $ 45000 1-20 BLK 244 TPA AKA SHANE PARK LOT COVE Residential ❑ Commercial 8 Industrial ❑ Public ❑ Permit Demolition ❑ Fire ❑ Repair ❑' Reroof(tear off/lay over) ❑ Classification For the following,fill out both pages of permit application: (check New Construction ❑ Exterior Remodel ❑ Addition 8 Tenant Improvement ❑ appropriate) Mechanical ❑ Plumbing ❑ Other ❑ Fire Sprinkler System Proposed Irrigation System Proposed or Proposed Bathrooms Proposed Bedrooms or Existing? Yes ❑ No 0 Existing? Yes ❑ No El In addition to standard hard copy submittals please send a PDF copy of all Stormwater plans and Engineering to www.stormwaterocityofpa.us Project Descri tion.Remove 3 panel antennas, Remove 3 TMA, Install replacement 3 panel antennas Install 3 remote radio units and cabling, remove 1 cabinet, remove 1 baseband module, addition of 2 baseband modules Is project in a Flood Zone: Yes ❑ No@ FIood Zone Type: If in a Flood Zone, what is the value of the structure before proposed improvement? $ I have read and completed the application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required and to obtain permits prior to work. I understand that plan review fees are not refundable after review has occurred. I understand that I will forfeit review fees if I withdraw the application before the permit is issued. I understand that if the permit is not picked up/issued within 18o days of submittal,the application will be considered abandoned and the fees will be forfeited. Date 0RUM015 Print Name Gavin Mclean Sign r �, DRAWING LEGEND T SUBJECT PROPERTY LINE 1 :::Mobile• ADJACENT PROPERTY LINE COAX COAX ROUTE HYBRID HYBRID CABLE ROUTE ` (E)SUBJECT ' EXISTING FENCE I PROPERTY LINE(TYP) W STH STREET X ELEVATION MARKER _--__-----_--- �- xxx CASCADiA PM f - hnMa/npu4MamLm.• / x DETAIL REFERENCE SECTION MARKER AMdg1{fdm�iVy�vlr / COMMON ABBREVIATIONSCROWN CC CASTLE (N) NEWTING ABBREVIATIONS CONTINUED (7YP) TYPICAL ON SHEET GNI.O ' SAI NOTE. Technology$*Associates I -( SITE PLAN DERIVED FROM.EXISTING DRAWINGS,GIS.AERIAL -.... ._ IMAGES AND SITE PHOTOS. i I O 1 ,SO�pf wASyGy dfP `(E)BASEBALL (EITREEITYP) ' bC* FIELDS y�a 51 V I T-MOBILE PROJECT AREA (\J/ , SEE SHEETA4.0 A30 T-MOBIOJECT r�+ r` 7�Z��Z0�5 N� SEESHEETA2.0 CPM PROJECT NO.: 9052 x433<• �� / PARCEL V.0630000153501^ PRELIMIIW4Y 9AREA 19.2 ACRES NO 0420.15 MIM 0%CCD REVIEW 1 07-16-IS IRH/MSI CLIENT COMMENT �/� BDBSrRTAL Tlll ('_/y / /' .( I O DATE S rt.1S BP SUBMITTAL INGRESSJERESS `�+../ �'/ J 1 `�ti�.-/ 0 W- FROM'GSTREET f{ I �_ y I 0^ /�L'V I SITE NAME: (E)TENNIS rl l PA SHANE PARK COURTS � �^7 �f � I BITE ID: SE06115C I CROWN CAS TLE USA.:826489 11 I I I I I I I I I I 1 111 i l l l l l l l l l l l l l l l l l l l �� I APP.:293325 SITE ADDRESS: I 1303ELBST PORT ANGELES. WA 98352 SHEETTITLE ----------------- ----- ---- ------------------ J �N6 �L OVERALL r` SITE PLAN W STH STREET 9 SHEET NO. 1 OVERALL SITE PLAN SCALE:,-=100-0'(„%,7) O 50 100' 200' A1 .0 SCALE:1'=SOd"(221cN1 CROWN Crown Castle CASTLE 1505 Westlake Avenue North,Suite 800 IL 1Fq,.0 Seattle,WA 98109 June 8,2015 VIA EMAIL City of Port Angeles 321 East 5th PO Box 1150 Port Angeles,WA 98362 Re: BU#826489,PA Shane Park site,1303 W.8TH Street Port Angeles,WA 98362 Antenna Lease Agreement dated July 5,2000"Lease" Consent for Modification—T-Mobile App.293325 t t 3 Dear Landlord, Pursuant to an agreement between T-Mobile West Tower LLC("T-Mobile")and CCTMO LLC("CCTMO"), CCTMO subleases and/or otherwise operates the tower site that is subject to the Lease on behalf of T-Mobile. f CCTMO is a Crown Castle company. CCTMO and its affiliates and subsidiaries own and operate shared wireless ` communication facilities. In order to better serve the public and minimize the amount of towers in an area where this property is located, ` CCTMO plans to modify T-Mobile equipment at the wireless communication facility. ' Scope of Work: T-MOBILE.This application is for the 70oMhz project.T-Mobile is proposing relocate existing equipment to accomodate swaping(3)panels for(3)new panels;Adding(3)FRLBs Removing all TMAs.Changes to existing equipment should create a FINAL CONFIGURATION of:(3)panels,(6)Coax Cables,(1)Hybrid Cable,(3)FRLBs, (3)FRIGs,(2)FXFBs,(1)COUP,(12)Diplexers. T-Mobile has authorized CCTMO to contact you and request consent to the modification of the existing equipment. Pursuant to Paragraph from the First Amendment to Antenna Lease Agreement sec.3 of the Lease,T- Mobile is required to obtain your consent,which consent cannot be unreasonably withheld,conditioned",or delayed. Therefore,CCTMO,on behalf of T-Mobile,respectfully requests your consent to this modification. Please indicate your consent by executing this letter where indicated below and return one original of same to the address indicated above. A prepaid envelope is included for your convenience. Thank you for your continued cooperation with Crown Castle. If you have any questions concerning this issue, please contact Francisca P.Shaw at 2o6-336-2887 or Francisca.VelasquezShaw@CrownCastle.com. The Foundation for a Wireless World. CrownCastle.com Sincerely, Agre accepted this�l(p day of 'Jr-y Af- ,20 l 5- drta--"-d g/aw Real Estate Specialist (Lessor's signature) I , The Foundation for a Wireless World. CrownCastle.com PA SHANE PARK T • -Mobile• 1303 W 8TH ST ® PORT ANGELES, WA 98362 ■ ■ ■ ■ ■ SITE ID : SE06115C CASCADTAPM CROWN CASTLE USA #- 826489 APP #- 293325 MobileI'mIsIm``�`�'"��`°` CONSTRUCTION DRAWINGS <'CENTERL,INE ftF1 E fldvarxvrg lYvelssN PROJECT SUMMARY SITE INFORMATION PROJECT CONTACTS DRAWING INDEX CROWN r,.0 CASTLE THIS PROJECT INCLUDES THE FOLLOWING SCOPE OF WORK: SITE NAME PA SHANE PARK APPLICANT SHEET DESCRIPTION SITE ID: SE06115C T-MOBILE T1.0 TITLE SHEET 1. PROPOSED MODIFICATION OF AN EXISTING UNMANNED SITE ADDRESS. 1303 W 8TH ST 19807 NORTH CREEK PKWY N TELECOMMUNICATIONS FACILITY. PORT ANGELES,WA 98362 BOTHELL,WA 98011 GN1.0 GENERAL NOTES LATITUDE: 48°07'25.0"N PROPERTY OWNER Technology Associates A1.0 OVERALL SITE PLAN 9Y MODIFICATIONS TO LIGHT POLE INCLUDE: LONGITUDE: -123°27'46.5"W CITY OF PORT ANGELES A2.0 ENLARGED EQUIPMENT PLAN ` REMOVAL OF(3)PANEL ANTENNAS SOURCE: FCC ASR PO BOX 1150 A3.0 ELEVATIONS PORT ANGELES,WA 98362 ` REMOVAL OF(3)TMA $R J,q PARCEL NUMBER: 063000015350 A4.0 ANTENNA DETAILS �j. `ADDITION OF(3) PANEL ANTENNAS(SBNHH-1 D658) TOWER OWNER/MANAGERY ZONING CLASSIFICATION: 9-PBP FIL _ ` WAS ` ADDITION OF(3) REMOTE RADIO UNITS AND CABLING CROWN CASTLE USA A5.0 ANTENNA&EQUIP T DET 'l. Q� tI/ Sfi JURISDICTION: CITY OF PORT ANGELES 6? ti 1505 WESTLAKE AVE NORTH,SUITE 800 A6.0 CONSTRUCTION DETAIL � � �' N MODIFICATIONS TO GROUND EQUIPMENT WITHIN EXISTING TOP OF(E)LIGHT POLE: 95'AGL '4 Q' �' 0 COMPOUND INCLUDE: GROUND ELEVATION: 22T AMSL SEATTLE,WA 98109 RF1 0 RF DETAILS A REMOVAL OF(1)CABINET OCCUPANCY GROUP: U PROJECT CONSULTANT RF2.0 RF DETAILS ` REMOVAL OF(1)BASEBAND MODULE _ ! CONSTRUCTION TYPE: II-B CROWN CASTLE USA 1. ADDITION OF(2)BASEBAND MODULES 1505 A AVE NORTH,SUITE 800 SEATTLE,WA 96109 O p pjati CMDF IPMAMM1ES-C .ep k 513 ` TLE, 9 O �C PROJECT VICINITY & AERIAL MAPS MAEVEHODO The ISM=Ofihispermit buedtpmdim pkM ,c� T57E�� PH:206.336.2873 Veclfcafi( g UW odw da w"m pmak the SSfONAL�G SITE building official � dwcd* 7/21/201 TECHNOLOGY OIACQUISITION CONSULTANT FOR T-MOBILE ��ian ofenov in Said plans,Specie mA 19807 NORTH CREEK PARKWAY NORTH Othf.7 data.Or ftM preventing building operation I CPM PROJECT NO.: 9052 y SYLVIABOTHELL,WA 98011 Lo,..,.�on dwmdcr whm m� Of an�^ "b PRELIMINARY �r4�r nfu'SJ PHLa 5.94 N5941 Fliees WW Ordhwwes of this jur19dICt m c� 5 NO DATE D/C DESCRIPTION 16.5° ZONING AND PERMITTING CONSULTANT A� lOFWJMA] AL 0 04-20-15 M/M 90%CDREVIEW N ♦. CROWN CASTLE USA ) 1 07-16-15 RH/MS CLIENT COMMENT [y K, 1505 WESTLAKE AVE NORTH,SUITE 800 �O BY "t' ♦.[,4r ti 16B�sr sr4� s�yVr TN MN - SEATTLE,WA 98109 ® SUBMITTAL [q TINA HWANG yT��+ W E PH:206.336.2881 Z��Z I "` N0.1 DATE I D/C DESCRIPTION �rOjh yy 5y RF ENGINEER 0 07-21-15 MS/MS BP SUBMITTAL wIl[ Sr ��' N�rh �lrhsj y S T-MOBILE h•Tr " S[ h 19807 NORTH CREEK PKWY N Know what's below. rh•�r 5 BOTHELL,WA 98011 Sabel n h GLENN DIME Call before you dig. SITE NAME: PROJECT PA SHANE PARK h'srhsr LOCATION PROJECT LOCATION ENGINEER OF RECORD THE INFORMATION CONTAINED IN THIS SET CENTERLINE SOLUTIONS SITE ID: o B, OF DOCUMENTS IS PROPRIETARY BY 16360 TABLE MOUNTAIN PARKWAY NATURE.ANY USE OR DISCLOSURE OTHER GOLDEN,CO 80403 THAN THAT WHICH RELATES TO T-MOBILE SE06115C DRIVING DIRECTIONS GOVERNING CODES KHRISTOPHER SCOTT,P.E.,LEED AP SERVICES IS STRICTLY PROHIBITED. CROWN CASTLE USA#:826489 PH:303.993.3293 APP# 293325 : FROM T-MOBILE BO OFFICE: IBC-2012,INTERNATIONAL BUILDING CODE W/LOCAL SITE ADDRESS: 1. HEAD SE ON NORTHRTH CREEK PKWY TOWARD NORTH 13. TURN RIGHT ONTO WA-104 WINE 1ST ST/SR CREEK TRAIL(0.2 MI) 104 W CONTINUE TO FOLLOW WA-104 W/ AMENDMENTS SIGN OFF OF FINAL CONSTRUCTION DRAWINGS SR-104 W(4.0 MI) 1303 W 8TH ST 2. TURN RIGHT ONTO NE 195TH O EV RE 14. TURN RIGHT TO STAY ON WA-104W/NE 1ST NEC-2008,NATIONAL ELECTRICAL CODE REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH PORT ANGELES,WA 98362 3. TURN RIGHT ONTO N ( RAM TO EVERETT(0.4 MI) ST/SR 104 W(4.0 MI) REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED 4. MERGE ONTO IROS N RD MI) A.D.A.COMPLIANCE 5. TAKE I-5 S EXIT TOWARD SEATTLE/LYNNWOOD 15, TURN LEFT ONTO WA-104W/POPE ST/SR-104 04 INSTALLATION IS UNMANNED AND NOT FOR HUMAN CONSULTANT SIGNATURE DATE (1-0 MI) CONTINUE TO FOLLOW WA-104W/SR-104 W HABITATION.HANDICAP ACCESS IS NOT REQUIRED SHEET TITLE 6. MERGE ONTO 1-5 S(3.7 MI) (1.2 MI) PER A.D.A. SITE ACQUISITION 7, TAKE EXIT 177 TO MERGE ONTO WA-104 W/NE 16. TURN RIGHT ONTO WA-104W/SR-104 W/HOOD TITLE CANAL BRIDGE/SR-104W PERMITTING CONSULTANT CONTINUE TO FOL 205TH ST/LAKE FOLLOW WGER WAY/WA-104 W/SR-104W W, CANAL (4.0 MI) 17 TAKE THE RAMP TO US-101N/OLYMPIC HWY LEGAL DESCRIPTION SHEET 18 KEEP RIGHT AT THE FORK,FOLLOWING LTS1-20 BL 153 LTS 1-20 BLK 154 LTS 1-19 BLK 243 LTS RF ENGINEER: 8. KEEP RIGHT AT THE FORK,FOLLOW SIGNS FOR 1-20 BLK 244 TPA AKA SHANE PARK LOT COVE WA-104 W/KINGSTON FERRY(0.7 MI) SIGNS FOR US-101 N AND MERGE ONTO CONST.MNGR. 9. SLIGHT RIGHT ONTO FERRY TEMINAL LN,TOLL US-101 N/OLYMPIC HWY CONTINUE TO FOLLOW US-101N(36.6 MI) OPS MNGR. ROAD LEFT SHEET NO. 19. TURN LEFT ONTO US-101 W/N LINCOLN ST PROJECT MNGR. 10. TURN LEFT ONTO THE FERRY DOCK(0.2 TMI)O (SIGNS FOR FORKS)(0.6 MI) 11. TAKE THE KINGSTON-EDM6 MI) FERRY TO 20. TURN RT ONTO E 8TH ST REGULATORY REV. T . O KINGSTON TOLL ROAD (5.6 MI) I 12. CONTINUE STRAIGHT ONTO SR-104 W(463 FT) ESTIMATED DISTANCE: 85 MILES DEV.MNGR. ESTIMATED TIME: 145 MINUTES GENERAL 1. THE FACILITY IS AN UNOCCUPIED SPECIALIZED MOBILE RADIO FACILITY. G NERA S R cU RSA oTNOTES DRAWINGES: AFF ABOVE FABBREVIATIONSINISH FLOOR LF LINEAR FEET T -Mobil�� 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A GRAPHIC REPRESENTATION OF THE FINAL 1. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED,THE DETAIL SHALL BE THE SAME AS AGL ABOVE GRADE LEVEL MAX MAXIMUM INSTALLATION.THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT,APPURTENANCES AND FOR OTHER SIMILAR WORK. LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. AWG AMERICAN WIRE GAUGE MECH MECHANICAL 2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES. 3. PRIOR TO THE SUBMISSION OF BIDS,THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE AC AIR CONDITIONING MFR MANUFACTURER FOR ALL CONTRACT DOCUMENTS,FIELD CONDITIONS,AND DIMENSIONS AND CONFIRMING THAT THE 3. NO PIPES,DUCTS,SLEEVES,CHASES,ETC.,SHALL BE PLACED IN SLABS,BEAMS,OR WALLS UNLESS ADJ ADJUSTABLE MGR MANAGER WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION.ANY SPECIFICALLY SHOWN OR NOTED,NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, CASCADTA`_PM DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER. DUCTS,ETC.,UNLESS OTHERWISE NOTED.CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR APPROX APPROXIMATELY MIN MINIMUM INSTALLATION OF ANY ADDITIONAL PIPES,DUCTS,ETC. Precision Program Management 4. THE CONTRACTOR SHALL RECEIVE,IN WRITING,AUTHORIZATION TO PROCEED BEFORE STARTING WORK. AZ AZIMUTH MISC MISCELLANEOUS 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY BLDG BUILDING MTL METAL MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE OF ALL PERSONS AND PROPERTY;THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND CM CONSTRUCTION MANAGER MTZL METALIZE(D) 40C E N T E R Ll N E LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, I SOLUTIONS INDEMNIFY AND HOLD T-MOBILE AND THE ARCHITECT/ENGINEER HARMLESS FROM ANY AND ALLAdvandv 6Yvele"Neflvorls CAB CABINET MW MICROWAVE 6. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS APPLICABLE CODES,REGULATIONS,AND ORDINANCES.CONTRACTOR SHALL GIVE ALL NOTICES AND PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF T-MOBILE OR THE CL CENTERLINE NEC NATIONAL ELECTRICAL CODEC ROW V� COMPLY WITH ALL LAWS,ORDINANCES,RULES,REGULATIONS,AND LAWFUL ORDERS OF ANY PUBLIC ARCHITECT/ENGINEER. SHALLAUTHOBE INSTALLED N ACCORDANRITY BEARING ON THE OCE RMANCE W TH ALLL APPL CABLE MUNIC PAL AND UUTILITY COMPANYOF THE WORK.MECHANICAL AND ELECTRICAL SSTEMS 5 . THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE.THEY DO cLG CEILING NIC NOT IN CONTRACT �.o CASTLE SPECIFICATIONS AND LOCAL AND STATE JURISDICTIONAL CODES,ORDINANCES,AND APPLICABLE NOT INDICATE THE METHOD OF CONSTRUCTION.THE CONTRACTOR SHALL PROVIDE ALL MEASURES CLR CLEAR NTS NOT TO SCALE LO""m% REGULATIONS. NECESSARY TO PROTECT THE STRUCTURE,WORKERS,AND PEDESTRIANS DURING CONSTRUCTION.SUCH MEASURES SHALL INCLUDE,BUT NOT BE LIMITED TO BRACING,SHORING CO COPPER N/A NOT APPLICABLE 7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING BEST SKILLS AND ATTENTION.THE FOR LOADS DUE TO CONSTRUCTION EQUIPMENT,TEMPORARY STRUCTURES,AND PARTIALLY CONC CONCRETE OC ON CENTERtq rtll CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS, COMPLETED WORK,ETC.OBSERVATION VISITS TO THE SITE BY THE ARCHITECT/ENGINEER SHALL Technology dissociates TECHNIQUES,SEQUENCES,AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK NOT INCLUDE INSPECTION OF SUCH ITEMS. GOND CONDUIT OD OUTSIDE DIAMETER -- UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE PROJECT MANAGER AND WITH LANDLORD'S AUTHORIZED REPRESENTATIVE. 6. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. CONST CONSTRUCTION OP OVERHEAD POWER 8. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 5 7. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF.LOAD CONT CONTINUOUS OT OVERHEAD FIBER FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT.PROVIDE ADEQUATEcO O�WAS SHORING/BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. CPM CASCADIA PM OPP OPPOSITE G IyN 9. THE CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR PHONE,AND KEEP SAME ON SITE WHENEVER ANY PERSONNEL ARE ON SITE. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES DC DRAFTER/CHECKER PL PROPERTY LINE M�ayyr y!2 O O WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE.THE CONTRACTOR DEMO DEMOLISH PLYWD PLYWOOD W ='" Z 10. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN.MINOR MODIFICATIONS MAY BE REQUIRED SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION TO SUIT JOB DIMENSIONS OR CONDITIONS,AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF OF THIS WORK. DIA DIAMETER PM PROJECT MANAGER THE WORK. 9. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. DIM DIMENSION PROJ PROJECT R 5132 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, O FCIS'1E�� PAVING,CURBS,GALVANIZED SURFACES,ETC.,AND UPON COMPLETION OF WORK,REPAIR ANY DAMAGE 10. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS. ON DOWN PROP PROPERTY 'SIGNAL G THAT OCCURRED DURING CONSTRUCTION TO THE SATISFACTION OF THE PROJECT MANAGER AND/OR pTL DETAIL P7 PRESSURE TREATED LANDLORD. 11. ALL ITEMS REMOVED DURING CONSTRUCTION WORK(I.E.,DRYWALL,PLYWOOD,CEILING PANELS, ETC.)SHALL BE REPLACED TO MATCH EXISTING, DWG DRAWING RO ROUGH OPENING 7/21/2 1 12. ON A DAILY BASIS:KEEP GENERAL AREA CLEAN,HAZARD FREE,AND DISPOSE OF ALL DIRT,DEBRIS, RUBBISH,AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY.LEAVE PREMISES THE FOLLOWING REQUIREMENTS SHALL BE MET FOR SPECIAL INSPECTION: EA EACH ROW RIGHT OF WAY CPM PROJECT NO.: 9052 IN CLEAN CONDITION AND FREE FROM PAINT SPOTS,DUST OR SMUDGES OF ANY NATURE. A. THE SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ELECT ELECTRICAL RRU REMOTE RADIO UNIT PRELIMINARY 13. CONTRACTOR TO PROVIDE COMPLETE SET OF AS-BUILT DRAWINGS WITHIN 10 WORKING DAYS OF ENGINEER. NO. DATE D/C DESCRIPTION PROJECT COMPLETION. ELEV ELEVATION REQ REQUIRED 0 04-20-15 M/MS 90%CD REVIEW B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE ARCHITECT/ENGINEER, 1 07-16-15 RH/MS CLIENT COMMENT 14 WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED,THE DETAIL SHALL BE THE SAME AS FOR AND OTHER DESIGNATED PERSONS.ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE EQ EQUAL SBTC SOLID BARE TINNED COPPER OTHER SIMILAR WORK. ATTENTION OF THE CONTRACTOR FOR CORRECTION;THEN,IF UNCORRECTED,TO THE PROPER EQUIP EQUIPMENT SF SQUARE FEET DESIGN AUTHORITY AND THE BUILDING OFFICIAL. SUBMITTAL 15. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. EXT EXTERIOR SHT SHEET C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY BOTH HE AND HIS N0. DATED/C DESCRIPTION 16 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SUPERVISOR STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS IN FIN FINISH SPEC SPECIFICATION 0 07-21-15 MS/MS BP SUBMITTAL SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE.THE CONTRACTOR SHALL BEAR ALL CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE EXECUTION OF THIS WORK. WORKMANSHIP PROVISIONS OF THE CODE. FLR FLOOR SQ SQUARE 17. ALL ITEMS REMOVED OR DAMAGED DURING CONSTRUCTION WORK WILL BE REPLACED OR REPAIRED TO D. COMPLY WITH ALL CITY SPECIAL INSPECTION REQUIREMENTS. FT FOOT,FEET SS STAINLESS STEEL SITE NAME: MATCH EXISTING. STANDARD STRUCTURAL STEEL NOTES: GA GAUGE STL STEEL PA SHANE PARK 18. ALL ELEMENTS OF EXISITNG STRUCTURE TO REMAIN INDISTURBED,UNO. EXISTING STRUCTURE IS GALV GALVANIZED STRUCT STRUCTURE,STRUCTURAL ASSUMED TO BE IN GOOD CONDITION,FREE OF DAMAGE OR DETEREORATION. CONTRACTOR TO VERIFY 1. ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED ASTM SITE ID: ALL ELEMENTS OF EXISTING STRUCTURE AFFECTED BY THIS MODIFICATION AND NOTIFY EOR IF ANY A123-A123M-02 UNLESS NOTED OTHERWISE. GC GENERAL CONTRACTOR TOC TOP OF CONCRETE SE06115C DAMAGE,DETEREORATION,OR DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THOSE DEPICTED ON THESE CONSTRUCTION DRAWINGS ARE FOUND. 2. STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM A500,GRADE A OR A501. GWB GYPSUM WALL BOARD TOM TOP OF MASONRY CROWN CASTLE USA#:826489 SPECIAL INSPECTION 3. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC GR GRADE THRU THROUGH APP#:293325 AND AWS D1.1 WHERE FILLET WELD SIZES ARE NOT SHOWN,PROVIDE THE MINIMUM SIZE PER SITE ADDRESS: 1. IF REQUIRED,SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL TABLE J2.4 IN THE AISC"MANUAL OF STEEL CONSTRUCTION",14TH EDITION. GRND GROUND TNND TINNED 1303 W 8TH ST INSPECTOR. PORT ANGELES,WA 98362 4. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALV.ASTM A307 BOLTS(5/8"DIA.UNO)AND HVAC HEATING,VENTING&AIR CONDITIONING UBC UNIFORM BUILDING CODE 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THEIR REPORT TO THE OWNER,ARCHITECT, SHALL HAVE A MINIMUM OF TWO BOLTS U.N.O AND SHALL INCLUDE HEAVY-HEX NUTS AND STRUCTURAL ENGINEER,CONTRACTOR,AND BUILDING OFFICIAL AS EACH TEST IS COMPLETED. STANDARD CUT WASHERS. HORIZ HORIZONTAL UG UNDERGROUND SHEET TITLE 3. ANY MATERIAL WHICH FAILS TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BEHT HEIGHT UNO UNLESS NOTED OTHERWISE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER.SPECIAL 5. NON-STRUCTURAL CONNECTIONS FOR HANDRAIL,LADDERS AND STEEL GRATING MAY USE 5/8"DIA GALVANIZED ASTM A307 BOLTS U.N.O. IBC INTERNATIONAL BUILDING CODE UP UNDERGROUND POWER GENERAL INSPECTION TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. 6. ALL STRUCTURAL PIPE ASTM A53,TYPE E OR S,GRADE B. ID INSIDE DIAMETER OF UNDERGROUND FIBER NOTES 4. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS FOR THE MATERIAL USED IF THE CONSTRUCTION TOOK PLACE ON SITE.CONTINUOUS INSPECTION WILL NOT BE REQUIRED SPECIAL INSPECTION: IN INCH VIF VERIFY IN FIELD DURING PREFABRICATION IF THE APPROVED AGENCY CERTIFIES THE CONSTRUCTION AND FURNISHES EVIDENCE OF COMPLIANCE. 1. IF REQUIRED,SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL INSUL INSULATION VERT VERTICAL SHEET NO. INSPECTOR PER CODE FOR THE FOLLOWING ITEMS: INT INTERIOR WP WATERPROOF 5. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT CERTIFYING THAT ALL WORK REQUIRING A. CONTINUOUS DURING THE INSTALLATION OF EXPANSION AND/OR ADHESIVE ANCHORS:INSPECT G N 1 . SPECIAL INSPECTION WAS,TO THE BEST OF THE SPECIAL INSPECTOR'S KNOWLEDGE IN HOLE SIZE,DEPTH,CLEANLINESS,AND INSTALLATION PER ICC REPORT. JBOX JUNCTION BOX W/ WITH CONFORMANCE WITH THE APPROVED PERMIT PLANS AND SPECIFICATIONS AND THE APPLICABLE B. PERIODIC FOR HIGH STRENGTH BOLT INSTALLATIONS(A325). WORKMANSHIP PROVISIONS. LB(S) POUND(S) W/O WITHOUT DRAWING LEGEND � � � 01�� ——— — —— SUBJECT PROPERTY LINE — ADJACENT PROPERTY LINE COAX COAX ROUTE HYBRID HYBRID CABLE ROUTE xx x — EXISTING FENCE (E)SUBJECT W 6TH STREET *l" PROPERTY LINE(TYP) X ELEVATION MARKER CASCADTA• PM XX.X Precision Progmm Managmceirt DETAIL REFERENCE *C SOLUTIONS SECTION SECTION MARKER S Wffefe'Neft4V^*F � COMMON ABBREVIATIONS �g� ORC)W6� yam-/ (E) EXISTING U-1.0CASTLE a, (N) NEW ABBREVIATIONS CONTINUED A (TYP) TYPICAL ON SHEET GN1.0 ? NOTE: Technology Alssoclates SITE PLAN DERIVED FROM;EXISTING DRAWINGS,GIS,AERIAL IMAGES AND SITE PHOTOS. OR 1,4 ,SO hof wasy �� (E)BASEBALL O (E)TREE(TYP) t r+ a! h T 0Z 0 FIELDS513 T � wf t. w w 1&2 f 1 1 �'�, w NAL T-MOBILE PROJECT AREA ;V ( !f �`) • yf+n`h`n I w 7/21/2015 _ T-MOBILE PROJECT AREA SEE SHEET A4. } t ==,.r-"� ; . CPM PROJECT NO.: 9052 SEE SHEET A2.0 fro • �i t< :,"»"• r �^l� „� �y y (L'' st PRELIMINARY PARCEL#:063000015350 f yes,.,..' i ®®® it1'S(s,..,Y-• <1<i ��.,��i...,�eI f (j.s^""- AREA.:�1�9..,2 A'CRES � NO. DATE D/C DESCRIPTION 0 04-201M/M0%CD REVIEWf> J ] . 'r-1 tell1 07-16-15 IRH/MSI CLIENT COMMENT f � 6 f r c SUBMITTAL %.iaf�.. NO. DATE D/C T DESCRIPTION t 0 07-21-15 MS/MS BP SUBMITTAL INGRESS/EGRESS FROM"G"STREET SITE NAME: �A ( � "e-1 I PA SHANE PARK (E)TENNIS , COURTS ` ( SITE ID: SE06115C I �{ i,.r-•. ;\- a<y fI • I CROWN CASTLE USA#:826489 APP#:293325 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII SITE ADDRESS: 1303 W 8TH ST PORT ANGELES,WA 98362 r 7 I SHEET TITLE 16.5 -- - - — -- -- -- -- -- - - -- -- N �N OVERALL SITE PLAN W 8TH STREET SHEET NO. SCALE:1"=100'-0"(11X17) 0' 50' 100' 200' A1 .0 1 OVERALL SITE PLAN SCALE:1"=50'-0"(22X34) T • -Mobile cA (E)T-MOBILE ULTRASITE ..� CABINET,TO BE REMOVED (E)POWER AND TELCO CABINET CASCADW, PM (E)T-MOBILE FCOA Precision Program Nang'ment CABINET TO REMAIN CENTERLINE (E)T-MOBILE PURCELL SO LUT IONS CABINET TO REMAIN "O"9 Wffdea'Nefwoffa CROW6� (E)(3)UNDERGROUND PVC CONDUITS TO TOWER (E)6'-0"TALL CHAIN-LINK FENCE—y �'ecnol�agy Assoclafes W/BARBED WIRE AND SIGHT OBSCURING SLATS rc0 5��°f WAS�� (E)T-MOBILE COVP AT EQUIP. (E)T MOBILE �7 C COAX ROUTE (TYP.OF 1)TO REMAIN •, > (E)T-MOBILE MID-CAP ( FIBER ROUTE(150 LF), E)UNISTRUT H-FRAME N 2 ROUTED W/(E)COAX O �1�� (E) ENLARGED EQUIPMENT PLAN �0 1 SCALE:1/4'=V-0"(11X17) 0' 2 4 8 SCALE.1/2"=V-0"(22X34) )7/21/201 CPM PROJECT NO.: 9052 + \ / PRELIMINARY DATE D/C DESCRIPTION / \ / 0 04-20-15 M/MS 90%CD REVIEW 1I \ 1 07-16-15 RH/MSJ CLIENT COMMENT V \ (N)T-MOBILE FBBC MODULE SUBMITTAL ��-------------xxxx "� INSTALLED IN(E)FCOA CABINET NO. DATE _LD/C I —DESCRIPTION (E)POWER AND TELCO CABINET 0 07-21-115 JMS/MSI BP SUBMITTAL (E)T-MOBILE FCOA CABINET TO REMAIN SITE NAME: (E)T-MOBILE PURCELL PA SHANE PARK CABINET TO REMAIN SITE ID: SE06115C CROWN CASTLE USA#:826489 APP#:293325 SITE ADDRESS: (E)(3)UNDERGROUND PVC 1303 W 8TH ST CONDUITS TO TOWER PORT ANGELES,WA 98362 (E)6'-0"TALL CHAIN-LINK FENCE------------ W1 BARBED WIRE AND SIGHT SHEET TITLE OBSCURING SLATS Q z ENLARGED (E)T-MOBILE COVP TO REMAIN EQUIPMENT PLAN LLLJ Z y � (E)T-MOBILE MID-CAP in (E)UNISTRUT H-FRAME FIBER ROUTE(150 LF), N Z SHEET NO. ROUTED W/(E)COAX m 2 (N) ENLARGED EQUIPMENT PLAN SCALE:1/4"=1'-0"(11X17) 2' 4' 8' A2. 0 SCALE:1/2"=1'-0"(22X34) NOTES: • IF REQUIRED,PAINT TO MATCH ANTENNAS AND ANCILLARY EQUIPMENT TO MATCH T . -Mobile EA THE EXISTING STRUCTURE WITH NON-REFLECTIVE PAINT AS REQ'D.CONTRACTOR TO VERIFY COLOR AND FINISH WITH LANDLORD AND/OR JURISDICTION. • PRIOR TO MATERIALS PROCUREMENT CONTRACTOR SHALL FIELD VERIFY CONDITION OF STRUCTURE AT PROPOSED MOUNTING LOCATION TO ENSURE EXISTING CONDITIONS ARE SUITABLE AT SPECIFIED ELEVATION. • NEW ANTENNAS SHALL NOT EXCEED EXISTING TIP HEIGHT U.N.O. • RETURN ALL USED EQUIPMENT AND HARDWARE TO T-MOBILE WAREHOUSE. • ALL CLIMBING PATHS ON TOWER/MONOPOLE TO REMAIN FREE&CLEAR OF MOUNTS,EQUIPMENT,ETC. CASCADTA` PM Precision Program Management (N)T-MOBILE PANEL ANTENNAS(TYP OF 1 PER SECTOR,TOTAL OF 3,MODEL# SBNHH-1D65B)MOUNTED ON(E)FLUSH MOUNT;SUITABILITY OF MOUNT FOR FINAL (E)TOP OF MONOPOLE ti E TOP OF MONOPOLE CENTER L L TI E LOADING CONFIGURATION TO BE VERIFIED SOLUTIONS (E)T-MOBILE PANEL ANTENNA 95'-O" 95'-0" BY OTHERS PRIOR TO INSTALLATION Advenan9 W6eleulVefawnFs (TYP OF 3)TO BE REMOVED (E)T-MO BILE ANTENNA TIP HEIGHT ti (N)&(E)T-MOBILE ANTENNA TIP HEIGHT -6 93-6" 93'-0" Q �+ry cc 1�1S YY II4 (E)T-MOBILE DIPLEXER(TYP OF 12) 4 (E)T-MOBILE DIPLEXER(TYP OF 12) CASTLE TO REMAIN e E T-MOBILE ANTENNA RAD CENTER TO REMAIN N T-MOBILE ANTENNA RAD CENTER (E)T-MOBILE TMA(TYP OF 3) 91-0 TO BE REMOVED (N)T-MOBILE FRLB(TYP OF 3) MOUNTED TO(E)COLLAR MOUNT; (E)T-MOBILE FXFB(TYP OF 2) MOUNT FOR FINAL LOADING Technology�Associates TO REMAIN CONFIGURATION TO BE VERIFIED BY (E)T-MOBILE FRIG(TYP OF 3)TO REMAIN OTHERS PRIOR TO INSTALLATION (E)T-MOBILE COVP TO REMAIN (E)T-MOBILE FRIG(TYP OF 3)TO REMAIN (E)T-MOBILE FXFB(TYP OF 2) (E)T-MOBILE COLLAR MOUNT AND TO REMAIN EQUIPMENT RELOCATED TO $R J4 (E)T-MOBILE COVP TO REMAIN ACCOMMODATE(N)LONGER ANTENNA �yyO WAS4,�C�*1� y� A>�O O ,p5132 (E)STADIUM LIGHTS (E)STADIUM LIGHTS sl SIONALG )7/21/2015 CPM PROJECT NO.: 9052 PRELIMINARY NO. DATE D/C DESCRIPTION Wee: y 6, y{ s, 4 v, 0 04-20-15 M/MS 90%CD REVIEW ,� eta 1 07-16-15 RH/MS CLIENT COMMENT xss+ 3 f4Y•' s4 gr SUBMITTAL - eNs—� N = NO. DATE D/C DESCRIPTION ,; - ` 0 07-21-15 MS/MS BP SUBMITTAL A -�sig r• (E)95'-0"LIGHT POLE "u <fs?�'�r_ �'6�ti _ (E)95'-0"LIGHT POLE;CAPACITY OF POLE AND FOUNDATION TO SUPPORT THE PROPOSED LOADING SITE NAME: T," CONFIGURATION TO BE ANALYZED BY OTHERS PA SHANE PARK iax'J,R �"'., lyftgc: _i��.�- L;l��v% { _.;wa>�.-%5:3 ��s,,,.„ y, fig _'`�•'��''a"b` ��ss,,,,,� '4. 's,� 1�?`«i`e 3z >�, x — y � �- t;'tis. � F74 t�F SITE ID: i r � b g7j'A l Z 1•k-1ve` -b � d✓ �h 'NT lr. ��,xbg- ` ' SE06115C '+`1e5•,S•y.?� Z';'$p_St,.+ '1x5,,�\ta KKR ^. � `il Vim,', .'1 � �' � 1'�iTi,•5 ,:�mR ' 2? \ a' GX"arte �a •'� a.�C u d `� a8a't�-_ CROWN CASTLE USA#:826489 o�� ✓ isR x< �� "<- � APP#:293325 SITE ADDRESS: t'.Yz '.( 1303 W 8TH ST y);� � `�� , � ,_� �.'" �"— ._- `� L'• ^A '��'�� PORT ANGELES,WA 98362 SHEET TITLE (E)GRADE O"AMS) (E)GR2DE0'AMS) ` ELEVATIONS SHEET NO. SCALE:1"=20'-0"(11X17) 0' 10' 20' 40' SCALE:1"=20'-0"(11X17) 0' 10' 20' 40' A3.0 1 EXISTING NORTH ELEVATION SCALE:1"=10'-0"(22X34) 2 FINAL NORTH ELEVATION SCALE:1"=10'-0"(22X34) ANTENNA SCHEDULE - FINAL CONFIGURATION e -Mobile SECTOR POS. EXIST./NEW MNFR. ANTENNA MODEL PORT DIMENSIONS WEIGHT (L x W x D) (LBS) ALPHA Al NEW COMMSCOPE SBNHH-1D65B HEX 72.6"x 11.9"x 7.1" 40.6 BETA B1 NEW COMMSCOPE SBNHH-1D656 HEX 72.6"x 11.9"x 7.1" 40.6 C GAMMA C1 NEW COMMSCOPE SBNHH-1 D65B HEX 72.6"x 11.9"x 7.1" 40.6 (E)T-MOBILE FXFB(TYP OF 2) AND COVP BELOW(TYP OF 1) CASCADTA PM �Zf TO REMAIN Precision Program Management (E)T-MOBILE PANEL ANTENNA ON(E) a 0 COLLAR MOUNT(TYP OF 3)TO BE *TOWER - FINAL EQUIPMENT INVENTORY REMOVED (E)T-MOBILE DIPLEXERS(TYP *CENTERLINE SCOPE QTY. TECHNOLOGY MNFR. MODEL DIMENSIONS WEIGHT OF 12)TO REMAIN kssNaSOLUTIONSb, (L X W X D) (LBS) CROWN +9�y� �N A� (E)T-MOBILE FRIG(RRU)(TYPIN C ROW N REMOVE(E) (3) ANTENNA ANDREW TMZXXX-6516-A3M 60.0"x 19.7"x 3.5" (38.4) OF 3)TO REMAIN (E)TMZXXX-6516-A3M REMOVE(E) (3) TMA COMMSCOPE ETVV20OVS12UB 7.7"x 6.3"x 3.1" (11.0) ALPHA AZ.=90° �CASTLE (TWIN AWS) (E)95'-0"STADIUM LIGHT POLE (E)TO REMAIN (3) RRU NOKIA FRIG 23.8"x 17.2"x 7.5" 59.9 (E)TO REMAIN (1) COVP RAYCAP CR100-1076R06 20.2"x 19.0"x 7.0" 15.0 r Yt p Technology d1� (E)TOREMAIN 11 ssoc`Iates (12) DIPLEXER COMMSCOPE ECC1920-VPUB 7.6"x7.3"x2.6" 7.9 � (E)TO REMAIN (2) RRU NOKIA FXFB 19.3"x 22.0"x 5.2" 55.0 roh,o N ADD(N) (3) ANTENNA COMMSCOPE SBNHH-1 D65B 72.6"x 11.9"x 7.1" 40.6 ��1}�' $R J,4 ADD(N) (3) RRU NOKIA FRLB 15.75"x 15.75"x 5.9" 59.5 16 5° ��O��WA'S& N � t.� �O C1 *GROUND - FINAL EQUIPMENT INVENTORY TN MN � W E vel SCOPE QTY. TECHNOLOGY MNFR. MODEL DIMENSIONS WEIGHT(L X W X D) (LBS) S 0 R�I1Sf � (E)TO REMAIN (1) COVP RAYCAP RNSNDC-7771-PF-48 18.85"x 16.08"x 5.83" 19.0 's'SrpN� lG SCALE:NTS(11X17) 2 EXISTING ANTENNA PLAN SCALE:NTS(22X34) 7/21/2015 CPM PROJECT NO.: 9052 PRELIMINARY NO. DATE D/C DESCRIPTION 004-20-15 M/MS 90%CD REVIEW 1 07-16-15jH/MSI CLIENT COMMENT (N)T-MOBILE PANEL ANTENNAS(TYP OF 1 PER SECTOR,TOTAL OF 3)MOUNTED ON 2 (E)COLLAR MOUNT;SUITABILITY OF MOUNT -V sp SUBMITTAL FOR FINAL LOADING CONFIGURATION TO 2i9Zy (E)T-MOBILE FXFB(TYP OF 2) N0. DATE D/C DESCRIPTION BE VERIFIED BY OTHERS PRIOR TO y AND COVP BELOW(TYP OF 1) INSTALLATION i TO REMAIN 0 07-21-15 IMS17MSI BP SUBMITTAL o�6, ppps� SITE NAME: OF -MOBILE AIN ERS(TYP PA SHANE PARK OF 12),TO REMAIN SITE ID: (E)T-MOBILE FRIG(RRU)(TYP OF 3)TO REMAIN (N)SBNHH-1D65B SE06115C ALPHA AZ.=90° CROWN CASTLE USA#:826489 (E)95'-0"STADIUM LIGHT POLE; APP#:293325 CAPACITY OF POLE AND SITE ADDRESS: FOUNDATION TO SUPPORT 1303 W 8TH ST THE PROPOSED LOADING CONFIGURATION TO BE (N)T-MOBILE FRLB(TYP OF 3) PORT ANGELES,WA 98362 'THE"TOWER"AND"GROUND"REFERENCES REFER TO NOMENCLATURE REFLECTED IN THE PLUMBING DIAGRAM ON THE RF1.0 SHEET ANALYZED BY OTHERS ON(E)COLLAR MOUNT BELOW AND DO NOT NECESSARILY REFER TO ACTUAL LOCATION OF EQUIPMENT. ANTENNAS SHEET TITLE GROUND EQUIPMENT NOTE: • NEW FBBC TO BE INSTALLED IN EXISTING FCOA CABINET(QUANTITIES MAY VARY).ALL OTHER BASEBAND MODULES ARE ASSUMED TO r�" ANTENNA BE EXISTING. 16.5° ANTENNA NOTES: " DETAILS & PLANS • REFERENCE OWNERS MANUAL FOR CONNECTION AND MOUNTING INFORMATION FOR AMPLIFIER IF REQUIRED. TN MN • CONTRACTOR SHALL VERIFY FINAL ANTENNA AZIMUTHS W/CLIENT REPRESENTATIVE PRIOR TO COMMENCING INSTALLATION. • PRIOR TO MATERIALS PROCUREMENT CONTRACTOR SHALL FIELD VERIFY SUITABILITY OF ANTENNA MOUNT AT SPECIFIED ELEVATION. • IF REQUIRED,PAINT TO MATCH ANTENNAS AND ANCILLARY EQUIPMENT TO MATCH THE EXISTING STRUCTURE WITH NON-REFLECTIVE W E PAINT AS REQ'D.CONTRACTOR TO VERIFY COLOR AND FINISH WITH LANDLORD AND/OR JURISDICTION. SHEET NO. • RETURN ALL UNUSED EQUIPMENT TO T-MOBILE WAREHOUSE. S 1 1 ANTENNA AND ANCILLARY EQUIPMENT SCALE:NTS(11 X1 7) 3 FINAL ANTENNA PLAN SCALE:NTS(11X17) A4. 0 Q SCALE:NTS(22X34) SCALE:NTS(22X34) TOP TOP .JL . .Mobile-' WIDTH O p EPTH WIDTH DC IN Ri 11i BB EXT RF3 IOIRF4 I T DEPTH CASCADTAPM Precision P•ogarn Management `'CENTERLINE EXISTING SYSTEM MODULE 1 -1 Mr,141 e� Advaxvg WDekss Netwoda = FRONT w SIDE I — FRONT SIDE _ •• — —]— — w RQW N (3 . CASTLE FBBC Tech nology*Associates BASEBAND SUB-MODULE:FBBC4tf,r,R Jq IT) � ANTENNA DATA NSN ii LTE 7001 BAND 12(REMOTE RADIO UN �0 �WASti, DL SPEED: 450 MbiUs MECHANICAL SPECIFICATIONS HEIGHT: 15.75" UL SPEED: 150 MbiUs A%; MANUFACTURER HEIGHT WIDTH '', DEPTH WEIGHT WIDTH: 15.75' RP3/OBSAI: 4X6Gbit/s PORTS DEPTH 5.9" (ONLY ONE .r COMMSCOPE 7261N 11.9 IN 7.1 IN 40.6 LBS WEIGHT: 59.52 LBS AVAILABLE IN RL60) PART# CONNECTORS STANDARD MOUNTING HARDWARE SBNHH-1D65B (6)7-16 DIN FEMALE INCLUDED 51/ o RFci1sr �o SCALE:NTS(11X17) SCALE:NTS(11X17) SCALE:NTS(11X17) 1 ANTENNA DETAIL SCALE:NTS(22X34) 2 FRLB (RRU) DETAIL SCALE NTS(22X34) 3 FBBC MODULE SCALE:NITS(22X34) )7/2'1/2015 CPM PROJECT NO.: 9052 PRELIMINARY 2 0. DATE D/C DESCRIPTION 0 04-20-15 M/MS 90%CD REVIEW 1 07-16-15 RH/MS CLIENT COMMENT SUBMITTAL NO DATE D/C DESCRIPTION U. 07-21-15 MS/MS BP SUBMITTAL SITE NAME: PA SHANE PARK SITE ID: SE06115C CROWN CASTLE USA#:826489 APP#:293325 SITE ADDRESS: 1303 W 8TH ST PORT ANGELES,WA 98362 SHEET TITLE ANTENNA AND EQUIPMENT DETAILS SHEET NO. SCALE.NTS(11X17) SCALE:NTS(11X17) SCALE:NTS(11X17) SCALE:NTS(11X17) A5 . 0 4 NOT USED SCALE NTS(22X34) 5 NOT USED SCALE NTS(22X34) 6 NOT USED SCALE:NTS(22X34) 7 NOT USED SCALE NTS(22X34) TOP T • .Mobile - - - TOP l 5 "Zwk vmkll i ii1� m � o EPTH / WIDTH DC IM RF1 RF2 BB EXT RF3 �SRIO_RF4 T7DEPTH CASCADTA PM Precision Prolran Management � — — — 'CENTERLINE F gyp,/EXISTING SYSTEM MODULE Advancing WZW&e Networks F FRONT0 SIDEuj -- FRONT c7 SIDE = C, -r- T- CROWN q �) I ` CASTLE Technology #Associates BASEBAND SU"ODULE:FBBC4$ER J4 NSN FRLB LTE 700/BAND 12(REMOTE RADIO UNIT) `Q TO��WrAS ANTENNA DATA DLSPEED aso Mbivs ,, — ,1 MECHANICAL SPECIFICATIONS HEIGHT <,; =,' UL SPEED. 150 Mbit/sC>, t/S MANUFACTURER HEIGHT _ WIDTH DEPTH _ WEIGHT WIDTH. 15.75" RP3/OBSAI: 4X6GbiUs PORTS Q! y A 1 Z DEPTH 5.9" (ONLY ONE COMMSCOPE 72.6 IN 11.91N 7.1 IN I 40.6 LBS WEIGHT 59.52 LBS AVAILABLE IN RL60) cJ l PART# _ CONNECTORSSTANDARD MOUNTING HARDWARE W F SBNHH-1D65B (6)7-16 DIN FEMALE INCLUDED v`f� 13 SCALE.NTS(11X17) SCALE.NTS(11X17) SCALE.NTS(11X17) 1 ANTENNA DETAIL SCALE NTS(22X34) 2 FRLB (RRU) DETAIL SCALE NTS(22X34) 3 FBBC MODULE SCALE NTS(22X34) SSALE�`GR' f/21/2015 CPId PROJECT NO 9052 PRELIMINARY NO DATE D/CDESCRIPTION 0 04-20-15 RH/MS M/MS 94 0%CD REVIEW 1 07-16-15 CLIENT COMMENT SUBMITTAL NO DATED!C DESCRIPTION 0 07-21-15 MS/MS BP SUBMITTAL SITE NAME: PA SHANE PARK SITE ID: SE06115C CROWN CASTLE USA#:826489 APP#:293325 SITE ADDRESS: 1303 W 8TH ST PORT ANGELES,WA 9836- SHEET TITLE ANTENNA AND EQUIPMENT DETAILS SHEET NO. SCALE.NTS(11X17) SCALE.NTS(11X17) SCALE:NTS(11X17) SCALE.NTS(11X17) A5 . O 4 NOT USED SCALE NTS 122X34) 5 NOT USED SCALE NITS(22X34) 6 NOT USED SCALE NTS(22X34) 7 NOT USED SCALE NTS(22X34i NOTES: s Mobile�A SUITABILITY OF PLATFORM/MOUNT(S)FOR FINAL i■ LOADING CONFIGURATION TO BE VERIFIED BY OTHERS PRIOR TO INSTALLATION. NO WORK SHALL COMMENCE WITHOUT THE APPROVED STRUCTURAL TOWER/ANTENNA/MOUNT ANALYSIS REPORT(SIGNED AND SEALED)TO BE PROVIDED UNDER SEPARATE COVER.CONTRACTOR PRIOR TO CONSTRUCTION SHALL REVIEW THE APPROVED TOWER/ANTENNA/MOUNT ANALYSIS REPORT SUPPLIED BY T-MOBILE AND MODIFY,IF CASCADTA` PM REQUIRED,ALL APPLICABLE MEMBERS AS INDICATED Precision Program Management IN CERTIFIED STRUCTURAL REPORT PRIOR TO INSTALLATION ON STRUCTURE. CENTERLINE 50LUT ION (E)MONOPOLE AOW"dngWvafmNetwonfs (N)2-3/8"O.D.MIN.ANTENNA PIPE MOUNT LENGTH AS CROWN REQ'D TO ACCOMODATE NEW,LONGER ANTENNA C RO YY N CCCASTLE (N)ANTENNA MOUNT WITH MECHANICAL DOWN TILT (E)T-MOBILE DIPLEXER-SEE 1/A4.0 TechnolegytAssaciates (E)FLUSH MOUNT ADAPTER KIT AND STANDOFF e ARM MOUNT wns�� (N)T-MOBILE ANTENNA-SEE 1/A4.0 _ c y� 0 o 2 NOT USED SCALE:NTS(11X17) �Q R�51�� SCALE:NTS(22X34) SZ NAL C1 )7/21/2015 www— CPM PROJECT NO.: 9052 (N)T-MOBILE FRLB(TYP OF 3)ON(N)LONGER PRELIMINARY PIPE MOUNT,LENGTH AS REQ'D TO N0, DATE DIC DESCRIPTION ACCOMODATE;MOUNT PER MANUF. 004-20-15 M/MS 90%CD REVIEW RECOMMENDATIONS 1 07-16-15 RH/MS CLIENT COMMENT SUBMITTAL (E)T-MOBILE FRIG(RRU),TYP OF 3 70. DATE D/C I DESCRIPTION 0 07-21-15 MS/MS BP SUBMITTAL (E)T-MOBILE FXFB(RRU)(TYP OF 2) SITE NAME: (E)T-MOBILE COVP PA SHANE PARK SITE ID: 0 SE06115C CROWN CASTLE USA#:826489 APP#:293325 SITE ADDRESS: 1303 W 8TH ST PORT ANGELES,WA 98362 SHEET TITLE CONSTRUCTION DETAILS SHEET NO. TIN SCALE:NTS(1 1X17) SCALE:NTS(11 X1 7) A6.0 1 ANTENNA AND ANCILLARY MOUNTING DETAIL SCALE:NTS(22X34) NOT USED SCALE:NTS(22X34) NSN Configuration 701A_RUSh_002-2015 NOTES: . ■ .Mobile FRLB RRU with 1 Tri band Hex Port Antenna—No AWS UMTS 1 ALL COAXIAL CABLE CONNECTIONS TO BE WEATHERPROOFED. �1111: 2. CONTRACTOR TO DIP CABLES AND JUMPERS WHERE NECESSARY (1 Sector of cabling shown for clarity) 3 TAGGING: R F DS - V.3 ' 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. Hexp rt 700/A $/PCS (NOT TO INTERFERE WITH WATERPROOFING.) CASCADTA` PM 4. COAXIAL CABLE SPECIFICATIONS REQUIRE CABLE SUPPORT EVERY Precision Program Management Legend 3-0"ON CENTER.CONTRACTOR SHALL SUPPLY SUPPORTS AS REQUIRED TO MEET THIS REQUIREMENT. iE 5. VERTICAL CONNECTIONS SHALL BE TAPED FROM THE BOTTOM UP SO LTE.csrn& LTE.csne& OVERLAP MOVES WATER AWAY FROM CONNECTION(SEE STEP 4). \ N T E R L I N E GsM uMTsac5 urnls-vcs LIE nq) 6. PROVIDE HEAT SHRINK IN PLACE OF TAPE FOR QUAD POLES&TMAS. \/ .,.,, , ;arr�hd) iarph./ N ) 7. ALL ANTENNAS&COAXIAL ANTENNA CABLE TO BE FURNISHED BY Advancing 6 ZWe Netw nb; —. T-MOBILE AND INSTALLED BY CONTRACTOR- `' 8. COAX SHALL BE TAGGED WITH COLOR CODING AT(2)PLACES USING 1" ours 6 5 4 3 2 , WIDE WEATHERPROOF COLORED VINYL TAPE AT THE FOLLOWING CROWN FCS Gs+a UNITS3 , LOCATIONS: - z CASTLE w � #1-AT ANTENNA CONNECTION ATF r #2-AT ENTRY TO EQUIPMENT CABINET ue: 9. RUN COAXIAL CABLE WITH MINIMUM 12"SLACK&12"FROM EDGE OF _ EQUIPMENT CABINETS,ACROSS WAVE GUIDE BRIDGE(IF APPLICABLE). I eChnology'-- ASSoCIate UP TO TOWER LEG(IF APPLICABLE),AND DISTRIBUTE TO EACH _ Cable,., ANTENNA DEVICE.FURNISH AND INSTALL A MINIMUM OF(3)GROUND _ F_' KITS PER COAXIAL CABLE.VERIFY NUMBER OF ANTENNAS,CABLE,AND CABLE DIAMETER WITH T-MOBILE CONSTRUCTION MANAGER. nynr,i �o ,ER WAS j' 7nna Gabe AW$lPCS AWS.PCi AY.'- AWSiPCE MowC.4. DPW Dpar lu .. M y� O n % O 00 513 �e O,e�_ FCt5f6R� z SZONAIL 1/2015 oFibeFBPowm Fin— FRLB ICPM PROJECT NO.: 9052 O �`'I Tiat'•' M0.0 1 " PRELIMINARY r arom TOPvvvlivvvvvvvvvvvvvvvivvvw NO. DATE D/C 1 DESCRIPTION FRIG Gpyp rise �: '' 0 04-20-15 M/MS 90%CD REVIEW UMTS.GSM ;: s_p Pcs 1 07-16-15 RH/MS CLIENT COMMENT SUBMITTAL == IjvvkAfvvv[ r NO. DATE D/C DESCRIPTION 0 07-21-15 MS/MS BP SUBMITTAL euv 4 Gaouu ro".. �°«m. w� SITE NAME: --------------------------------------- ---------------------------------- PA SHANE PARK c.o,.,d c. e Hybrid (p� &Fbsn SITE ID.• SE06115C CROWN CASTLE USA#:826489 APP#:293325 7705(CSR) coM _ _ SITE ADDRESS: LMU 1303 W 8TH ST PORT ANGELES,WA 98362 SPPFart c:,l, raasr.reec o = SHEET TITLE LTE INS_M _. _.. RF DETAILS ESMB 4 GSM -�� Main Powtta •r�� FWer 1 f,MC ��0� 41 UNTS SHEET NO. - RF1 . 0 1 RF DETAILS - ANTENNA & ANCILLARY EQUIPMENT PLUMBING DIAGRAM ANTENNA SCHEDULE - FINAL CONFIGURATION NOTES: e -Mobile�� 1. ALL COAXIAL CABLE CONNECTIONS TO BE WEATHERPROOFED. DIMENSIONS WEIGHT MECHANICAL ELECTRICAL 2. CONTRACTOR TO DIP CABLES AND JUMPERS WHERE NECESSARY. SECTOR POS. EXIST./NEW MNFR. ANTENNA MODEL PORT (L x W x D) (LBS) AZIMUTH DOWNTILT DOWNTILT 3. TAGGING: Al NEW COMMSCOPE SBNHH-1D65B HEX 72.6"x 11.9"x 7.1" 40.6 90° 0° 2° "ALL COAXIAL CABLES TO BE MARKED WITH COLOR CODED TAPE TO INDICATE THE ANTENNA SECTOR. A2 ` COLORED ELECTRICAL TAPE SHALL MARK EACH END OF CABLE ALPHA AND EACH END OF JUMPERS AS CLOSE TO EACH END AS POSSIBLE. A3 (NOT TO INTERFERE WITH WATERPROOFING.) CASCADTA.PM A4 4. COAXIAL CABLE SPECIFICATIONS REQUIRE CABLE SUPPORT EVERY Precision Program Management B1 NEW COMMSCOPE SBNHH-1D65B HEX 72.6"x 11.9"x 7.1" 40.6 210° 0° 0° 3'-0"ON CENTER.CONTRACTOR SHALL SUPPLY SUPPORTS AS REQUIRED TO MEET THIS REQUIREMENT. 5. VERTICAL CONNECTIONS SHALL BE TAPED FROM THE BOTTOM UP SO OVERLAP MOVES WATER AWAY FROM CONNECTION(SEE STEP 4). BETA B2 6. PROVIDE HEAT SHRINK IN PLACE OF TAPE FOR QUAD POLES&TMAS. * C E N T E R L t N E B3 TIONS 7. ALL ANTENNAS&COAXIAL ANTENNA CABLE TO BE FURNISHED BY Advw=g lM&Wm NeMwrla B4 T-MOBILE AND INSTALLED BY CONTRACTOR. B. COAX SHALL BE TAGGED WITH COLOR CODING AT(2)PLACES USING 1" Ct NEW COMMSCOPE SBNHH-1D65B HEX 72.6"x 11.9"x 7.1" 40.6 330° 0° 2° WIDE WEATHERPROOF COLORED VINYL TAPE AT THE FOLLOWING CROWN C2 LOCATIONS: OCCASTLE GAMMA #1-AT ANTENNA CONNECTION C3 #2-AT ENTRY TO EQUIPMENT CABINET C4 9 IOT q EQUIPMENT CABINETS,AC OSS WAVE GUIDE BRIDGE FROM APPLICABLE), technology 4S+.i'dCl !tP,s UP TO TOWER LEG(IF APPLICABLE),AND DISTRIBUTE TO EACH ANTENNA DEVICE.FURNISH AND INSTALL A MINIMUM OF(3)GROUND KITS PER COAXIAL CABLE.VERIFY NUMBER OF ANTENNAS,CABLE,AND CABLE DIAMETER WITH T-MOBILE CONSTRUCTION MANAGER. �IR J4 WASy� �+� N �" y� �' • HOZ R 5132 060, EY;IS[E�� PSI G ONAL� P7/21/201 CPM PROJECT NO.: 9052 PRELIMINARY NO. DATE D/C DESCRIPTION 0 04-20-15 M/MS 90%CD REVIEW 1 07-16-15 RH/MS CLIENT COMMENT SUBMITTAL N0. DATE 2LDESCRIPTION 0 07-21-15 MS/MS BP SUBMITTAL SITE NAME: PA SHANE PARK SITE ID: SE06115C CROWN CASTLE USA#:826489 APP#:293325 SITE ADDRESS: 1303 W STH ST PORT ANGELES,WA 98362 SHEET TITLE RF DETAILS SHEET NO. RF2 .0 1 RF DETAILS f1� � VEL�CITEL ENGINEERING INNOVATION Velocitel,Inc.d.b.a FDH Velocitel,2415 Campus Drive,Suite 200,Irvine,CA 92612,Ph.949.809.4999 July 8, 2015 Michael Murray Crown Castle 5350 North 481h Street Suite 305 Chandler,AZ 85226 RE: 94' Monopole Tower(95'AGL) Crown Castle BU Number: 826489 Crown Castle Site Name: PA Shane Park Crown Castle Work Order Number: 1086341 Crown Castle Application Number: 293325, Rev. 9 T-Mobile Site ID: SE06115C T-Mobile Site Name: PA Shane Park FDH Velocitel Project Number: 15BVFE4400 Dear Michael, Per your request, FDH Velocitel has reviewed the previous structural analysis report and revised loading for T-Mobile on the 94' monopole tower(95'AGL)located in Port Angeles,WA.The previous structural analysis report by FDH Velocitel (Project No. 15BQXD4400) dated May 22, 2015 states that the tower meets the requirements of the ANSIITIA-222-G standard and 2012 International Building Code(IBC)with the appurtenance loading outlined in Table 1 on the following page. Based on the working percentage calculated in the previous analysis, the load resulting from T-Mobile's revised loading (see Table 2) will not overstress the tower and will meet the requirements of the ANSIITIA-222-G standard and 2012 IBC. Furthermore, the tower foundation should have sufficient capacity to carry the existing and proposed loads. The proposed equipment may be installed in any configuration determined by the client. Our assessment has been made assuming all information provided to FDH Velocitel is accurate and that the tower has been properly erected and maintained. In conclusion, the revised T-Mobile installation should meet or exceed all applicable standards and should therefore, be considered safe. Should you require additional information, please do not hesitate to contact our office. We at FDH Velocitel 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. Respectfully submitted by: Reviewed By: wAsy C G x�� Diana Tang, EIT Christopher G. Ply, PE 1 Project Engineer Vice President-Structural Engineering g WA PE License No.44901 SfONA1.F� 2 0!S o��asl Document No.ENG-RPT-501S Revision Date:06117/11 Structural Evaluation Letter Crown Castle BU No.826489 July 8,2015 Table 1 —Previously Analyzed Appurtenance Loading Center Number Number Feed Mounting Line Antenna Total Level (ft) Elevation of Manufacturer Antenna Model of Feed Line Size EPA(ft). (ft) Antennas Lines (in) 92.0 1 crown mounts Pipe Mount[PM 501-3] 91.0 3 commscope SBNHH-1 D65C w/Mount Pipe 2 nokia FXFB 1 1-1/4 92.0 3 nokia FRIG 6 7/8 51.3 88.0 12 andrew ECC1920-VPUB 3 nokia FRLB 1 nokia NSN COVP 1 crown mounts jPlatfornn Mount[LP 303-1] 6 ericsson RRUS 12 W/SOLAR SHIELD 12 7/8 76.0 76.0 3 quintel technology QS6658-2 w/Mount Pipe 1 1-3/32 1 raycap RCMDC-3315-PF-48 3 westell AWC-TTMA-70OC-VG 70.0 70.0 1 north star lighting STARBEAM-3 1 1/2 - 65.0 65.0 1 north star lighting STARBEAM-4 - - - 60.0 60.0 1 north star lighting STARBEAM-4 - - - 55.0 55.0 1 north star lighting STARBEAM-4 - - - 50.0 50.0 1 north star lighting STARBEAM-3 - - - *Total EPA listed without ice per TIA standard and does not include mount area. Table 2—Revised Carrier Appurtenance Loading Center Number NumberFeed Total Mounting Line of Antenna Antenna Model of Feed, Line EPA EPA Level (ft) Elevation Antennas Manufacturer Lines Size (ft2)* Increase (ft) (in) 92.0 1 crown mounts Pipe Mount[PM 501-3] IF91.0 3 commscope SBNHH-1 D65B w/Mount Pipe 92.0 F 2 nokia FXFB 1 11-1/41 435 I 15.2% 3 nokia FRIG 6 7/8 88.0 12 andrew ECC1920-VPUB 3 nokia FRLB 1 nokia NSN COVP *Total EPA listed without ice per TIA standard and does not include mount area. Document No,ENG-RPT-501S Revision Date:06/17/11 2 � VELOCITEL Date: May22, 2015 ENGINEERING INNOVATION Kasheik McGee Velocitel, Inc., d.b.a. FDH Velocitel Crown Castle 6521 Meridien Drive, Suite 107 5350 North 48th Street, Suite 305 Raleigh, North Carolina 27616 Chandler,AZ 85226 (919)755-1012 Subject: Structural Analysis Report Carrier Designation: T-Mobile Co-Locate Carrier Site Number: SE06115C Carrier Site Name: PA Shane Park Crown Castle Designation: Crown Castle BU Number: 826489 Crown Castle Site Name: PA Shane Park Crown Castle JDE Job Number: 334676 Crown Castle Work Order Number: 1065243 Crown Castle Application Number: 293325 Rev. 2 Engineering Firm Designation: FDH Velocitel Project Number: 15BQXD4400 Site Data: 1303 W.8th St. (8th & F Street), Port Angeles, Clallam County,WA Latitude 480 7'25", Longitude-123°27'46.5" 94 Foot-Monopole Tower Dear Kasheik McGee, FDH Velocitel is 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 790400, in accordance with application 293325, revision 2. 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: LC7: Existing + Reserved +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 2012 International Building Code based upon an ultimate 3-second gust wind speed of 130 mph converted to a nominal 3-second gust wind speed of 101 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 with a topographic category 5 and crest height of 225 feet, and Risk Category II were used in this analysis. We at FDH Velocitel. 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. Respectfully submitted by: Reviewed by: 31 '( E Sergio J. Magallon Christopher G. Ply, PE Project Engineer Vice President—Structural Engineering 449 WA PE License No. 44901 �lVAL. tnxTower Report-version 6.1.4.1 D5 12, May 22, 2015 94 Ft Monopole Tower Structural Analysis CCI BU No 826489 Project Number 15BQXD4400,Application 293325, Revision 2 Page 2 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)APPENDIX A tnxTower Output 6)APPENDIX B Base Level Drawing 7)APPENDIX C Additional Calculations tnxTower Report-version 6.1.4.1 May 22, 2015 94 Ft Monopole Tower Structural Analysis CCI BU No 826489 Project Number 15BQXD4400,Application 293325, Revision 2 Page 3 1) INTRODUCTION This tower is a 94 ft Monopole tower designed by PETERSON STREHLE MARTINSON, INC. in April of 2000. The tower was originally designed for a wind speed of 100 mph per TIA/EIA-222-E. 2)ANALYSIS CRITERIA The structural analysis was performed for this tower in accordance with the requirements of TIA-222-G Structural Standards for Steel Antenna Towers and Antenna Supporting Structures using a 3-second gust wind speed of 100.7 mph with no ice, 30 mph with 0.25 inch ice thickness and 60 mph under service loads, exposure category C with topographic category 1 and crest height of 0 feet. Table 1 -Proposed Antenna and Cable Information Center Number Number Feed Mounting Line Antenna of Antenna Model of Feed Line Note Level (ft) Elevation Antennas Manufacturer Lines Size(in) (ft) 91.0 3 commscope SBNHH-1D65C w/Mount Pipe 92.0 12 Andrew ECC1920-VPUB 1 1-1/4 --- 88.0 3 Nokia FRLB 1 Nokia NSN COVP Table 2- Existing and Reserved Antenna and Cable Information Center Number Number Feed Mounting Line - Antenna °of; Antenna Model of Feed Line Note Level (ft) Elevation An Manufacturer Lines Size(in) (ft) 3 andrew ETW200VS12UB 15 andrew E15S08P78 TMZXXX-6516-R2M 1 1-5/8 3 andrew w/Mount Pipe 1 1-1/4 3 92.0 88'0 3 nokia FRIA 1 raycap RCMDC-4750-PF-48 2 nokia FXFB 3 nokia FRIG 6 7/8 1 92.0 1 Crown mounts Pipe Mount[PM 501-3] 1 crown mounts JPlatform Mount[LP 303-1] 6 ericsson RRUS 12 W/SOLAR SHIELD 12 7/8 76.0 76.0 3 quintel technology QS6658-2 w/Mount Pipe 1 1-3/32 2 1 raycap RCMDC-3315-PF-48 3 westell AWC-TTMA-700C-VG 70.0 1 70.0 1 north star lighting STARBEAM-3 1 1/2 65.0 65.0 1 north star lighting STARBEAM-4 --- --- 60.0 60.0 1 north star lighting STARBEAM-4 --- --- 1 55.0 55.0 1 north star lighting STARBEAM-4 --- --- 50.0 50.0 1 north star lighting STARBEAM-3 --- --- tnxTower Report-version 6.1.4.1 May 22, 2015 94 Ft Monopole Tower Structural Analysis CCI BU No 826489 Project Number 15BQXD4400, Application 293325, Revision 2 Page 4 Notes: 1) Existing Equipment 2) Reserved Equipment 3) Existing Equipment to be Removed;Not Considered in Analysis Table 3-Design Antenna and Cable Information Center 31 lNumber' Number Feed Mounting Line#' soft Antenna Antenna Model of Feed Line Level (ft) Elevatio— . Manufacturer ff:: Ante"6nas Lines Size (in) (ft); W 92 92 1 Generic Flush Mount 3 EMS RR65-19-OODP 84 84 1 Generic 2' Diam. Std. Dish (6 GHz) --- --- 75 75 1 Generic Flush Mount - - 3 EMS RR65-19-OODP 70 70 1 Generic 10' Cross-Arm Support - - 4 Generic 23" Diameter Lights 65 65 1 Generic 10'Cross-Arm Support - - 4 Generic 23" Diameter Lights a 60 60 1 Generic 10'Cross-Arm Support j 4 Generic 23" Diameter Lights 1 55 55 Generic 10' Cross-Arm Support --- 4 Generic 23" Diameter Lights 1 Generic 10' Cross-Arm Support a 50 50 --- --- j 4 Generic 23" Diameter Lights 15 1 15 1 1 1 Generic 30"x 36"x 12" Junction Box --- --- 3)ANALYSIS PROCEDURE Table 4-Documents Provided Document „ °, Remarks Reference Source j 4-GEOTECHNICAL REPORTS ADaPT Engineering, Inc. 3564734 CCISITES 4-TOWER FOUNDATION Peterson Strehle Martinson, Inc. 3901836 CCISITES DRAWINGS/DESIGN/SPECS [4-TOWER MANUFACTURER Paul J. Ford and Company 3564736 CCISITES DRAWINGS 3.1) Analysis Method tnxTower(version 6.1.4.1), 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) The tower and structures were built in accordance with the manufacturer's specifications and applicable ANSI/TIA/EIA standards. 2) The tower and structures have been maintained in accordance with the manufacturer's specification. 3) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. tnxTower Report-version 6.1.4.1 May 22, 2015 94 Ft Monopole Tower Structural Analysis CCI BU No 826489 Project Number 15BQXD4400, Application 293325, Revision 2 Page 5 This analysis may be affected if any assumptions are not valid or have been made in error. FDH Velocitel should be notified to determine the effect on the structural integrity of the tower. 4)ANALYSIS RESULTS Table 5-Section Capacity(Summary) Section Component Critical SF*P allow % No. Elevation(ft) Type Size Element P(K) (K) Capacity Pass Fail L1 95-51.58 Pole TP24.47x12.75x0.1875 1 -6.51 971.21 66.5 Pass L2 51.58-1 Pole TP37.75x23.2402x0.25 2 -14.00 1933.90 87.4 Pass Summary Pole(1-2) 87.4 Pass Rating= 87.4 Pass Table 6 -Tower Component Stresses vs. Capacity—LC7 Notes Component Elevation (ft) % Capacity Pass/Fail 1 Anchor Rods 0 69.4 Pass 1 Base Plate 0 47.8 Pass 1 Base Foundation 0 28.9 Pass 1 Base Foundation 0 53.4 Pass Soil Interaction Structure Rating (max from all components)= 87.4% Notes: 1) See additional documentation in"Appendix C—Additional Calculations"for calculations supporting the%capacity consumed. 4.1) Recommendations The tower, anchor rods, base plate, and its foundation have sufficient capacity to carry the existing, reserved and proposed loads. No modifications are required at this time. tnxTower Report-version 6.1.4.1 May 22, 2015 94 Ft Monopole Tower Structural Analysis CCI BU No 826489 Project Number 15BQXD4400,Application 293325, Revision 2 Page 6 APPENDIX A TNXTOWER OUTPUT tnxTower Report-version 6.1.4.1 95.0 ft _l DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION FRIG 92 OS6658-2 wl Mount Pipe 76 FRIG 92 AWC.TTMA-700C-VG 76 FRIG 92 AWGTTMA-700C-VG 76 FXFB 92 AWC-TTMA-70OC-VG 76 FXFB 92 (2)RRUS 12 W/SOLAR SHIELD 76 Pipe Mount[PM 501-31 92 (2)RRUS 12 W/SOLAR SHIELD 76 SBNHH-1 D65C w/Mount Pipe 92 (2)RRUS 12 W/SOLAR SHIELD 76 SBNHH-1 D65C w/Mount Pipe 92 RCMDC-3315-PF-48 76 SBNHH-1D65C w!Mount Pipe 92 STARBEAM-3 70 FRLS 92 19 horizontal x 7'Pipe Mount 70 FRLB 92 STARBEAM-4 65 o S o FRLB 92 10'horizontal x 2"Pipe Mount 65 a (4)ECC 1920-VPUB 92 STARBEAM-4 60 O G N N (4)ECC 1920.VPUB 92 10'horizontal x 7'Pipe Mount 160 (4)ECC 1920-VPUS 92 STARBEAM-4 55 NSN COVP 92 10'horizontal x 7'Pipe Mount 55 Platform Mount[LP 303-1176 STARBEAM-3 50 056658-2 w/Mount Pipe 76 Ill horizontal x 7'Pipe Mount 50 OS6658-2 wl Mount Pipe 176 MATERIAL STRENGTH GRADE Fy Fu GRADE Fy Fu A572.65 165 ksi 180 ksi TOWER DESIGN NOTES 1. Tower is located in Clallam County,Washington. 2. Tower designed for Exposure C to the TIA-222-G Standard. 3. Tower designed for a 101 mph basic wind in accordance with the TIA-222-G Standard. 51.6 ft 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 II. 7. Topographic Category 5 with Crest Height of 225.00 ft S. TOWER RATING:87.4° I I III Irl I I I � I N N N N n V ALL REACTIONS ARE FACTORED AXIAL 21K SHEAR MOMENT 2 K i ` 102 kip-ft TORQUE 0 kip-ft 30 mph WIND-0.2500 in ICE AXIAL 14 K SHEAR'' MOMENT 21 K , 1293 kip-ft loft TORQUE 6 kip-ft o REACTIONS-101 mph WIND �n - C J C - Y 0 _ z' R 1S`d 3 Velocitel, Inc., d.b.a. FDH Velocitel 05 PA Shane Park, BU#826489(Wind) 6521 Meridien Drive Project:15BQXD4400 Raleigh, North Carolina 27616 Client Crown 1""'Sy SMagallon Appdi Tower Phone.9197551012 Code. TIA-222-G Date 05/22/15 (Scale NTS FAX 9197551031 Path. jDwgNO E-1 Page thwT ower, Job PA Shane Park, BU#826489 (Wind) Pa g 1 of 14 Velocitel,Inc.,d.b.a. FDH Project Date Velocitel 15BQXD4400 19:05:51 05/22/15 6521 Meridien Drive Raleigh,North Carolina 27616 Client Designed by Phone:9197551012 Crown SMa allon FAX. 9197551031 g 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 Clallam County,Washington. ASCE 7-10 Wind Data is used(wind speeds converted to nominal values). Basic wind speed of 101 mph. Structure Class II. Exposure Category C. Topographic Category 5. Crest Height 225.00 ft. SEAW RSM-03 procedures for wind speed-up calculations are used. Topographic Feature:Continuous Escarpment. Slope Distance L:900.00 ft. Distance from Crest x: 600.00 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 Distribute Leg Loads As Uniform Treat Feedline Bundles As Cylinder Consider Moments-Horizontals Assume Legs Pinned Use ASCE 10 X-Brace Ly Rules Consider Moments-Diagonals J Assume Rigid Index Plate Calculate Redundant Bracing Forces Use Moment Magnification J Use Clear Spans For Wind Area Ignore Redundant Members in FEA Use Code Stress Ratios Use Clear Spans For KL/r SR Leg Bolts Resist Compression Use Code Safety Factors-Guys Retension Guys To Initial Tension All Leg Panels Have Same Allowable Escalate Ice 4 Bypass Mast Stability Checks Offset Girt At Foundation Always Use Max Kz Use Azimuth Dish Coefficients Consider Feedline Torque Use Special Wind Profile Project Wind Area ofAppurt. Include Angle Block Shear Check Include Bolts In Member Capacity Autocalc Torque Arm Areas _� Poles _ Leg Bolts Are At Top Of Section SR Members Have Cut Ends Include Shear-Torsion Interaction Secondary Horizontal Braces Leg Sort Capacity Reports By Component Always Use Sub-Critical Flow Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Use Top Mounted Sockets Add IBC.6D+W Combination Use TIA-222-G Tension Splice Capacity Exemption Tapered Pole Section Geometry inAT"-wet Job PA Shane Park, BU#826489 (Wind) Page2 of 14 Velocitel,Inc.,d.b.a. FDH Project Date Velocitel 15BQXD4400 19:05:51 05/22/15 6521 Meridien Drive Raleigh,North Carolina 27616 Client Designed by Phone:9197551012 Crown FAX.-9197551031 SMagallon Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft ft ft Sides in in in in Ll 95.00-51.58 43.42 3.17 18 12.7500 24.4700 0.1875 0.7500 A572-65 (65 ksi) L2 51.58-1.00 53.75 18 23.2402 37.7500 0.2500 1.0000 A572-65 (65 ksi) Tapered Pole Properties Section Tip Dia. Area I r C I/C J It/Q w ry/t in int in in in in' in in' in L1 12.9467 7.4763 149.0644 4.4597 6.4770 23.0144 298.3249 3.7388 1.9140 10.208 24.8475 14.4511 1076.5293 8.6203 12.4308 86.6020 2154.4750 7.2269 3.9767 21.209 L2 24.4668 18.2428 1218.1895 8.1615 11.8060 103.1836 2437.9818 9.1231 3.6503 14.601 38.3324 29.7562 5286.6211 13.3125 19.1770 275.6751 10580.1985 14.8810 6.2040 24.816 Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mult. Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt (per face) A, Spacing Spacing Diagonals Horizontals ft ft in in in Ll 95.00-51.58 1 1 1 L2 51.58-1.00 1 1 1 Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Sector Component Placement Total Number Start/End Width or Perimeter Weight Type Number Per Rotiv Position Diameter ft in in plf Safety Line 3/8 C Surface Ar 95.00-1.00 1 1 0.000 0.3750 0.22 (CaAa) 0.000 Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Component Placement Total CAA., Weight or Shield Type Number Leg fttyt pl LDF5-50A(7/8") C No Inside Pole 92.00-1.00 6 No Ice 0.00 0.33 1/2"Ice 0.00 0.33 LDF6-50A(1-1/4") C No Inside Pole 92.00-1.00 1 No Ice 0.00 0.66 1/2"Ice 0.00 0.66 LDF5-50A(7/8") C No Inside Pole 76.00-1.00 12 No Ice 0.00 0.33 1/2"Ice 0.00 0.33 RFF-I6SM-808-418-AP C No Inside Pole 76.00-1.00 1 No Ice 0.00 0.75 E(1 3/32") 1/2"Ice 0.00 0.75 as* 1/2" C No Inside Pole 71.00-1.00 1 No Ice 0.00 0.25 1/2"Ice 0.00 0.25 Job Page MxTowe PA Shane Park, BU#826489 (Wind) 3 of 14 Velocitel,Inc.,db.a. FDH Project Date Velocitel 15BQXD4400 19:05:51 05/22/15 6521 Meridien Drive Raleigh,North Carolina 27616 Client Designed by Phone:9197551012 Crown FAX.-9197551031 SMagallon Feed Line/Linear Appurtenances Section Areas Tower Tower Face AR AF CaAA CAA, Weight Section Elevation In Face Out Face ft fig fig f? ft K L1 95.00-51.58 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 1.628 0.000 0.24 L2 51.58-1.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 1.897 0.000 0.40 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face Ice AR AF C,AA CAA, Weight Section Elevation or Thickness In Face Out Face ft Leg in ft fl ftp 9 K LI 95.00-51.58 A 0.611 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 6.934 0.000 0.27 L2 51.58-1.00 A 0.569 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 8.077 0.000 0.43 Feed Line Center of Pressure Section Elevation CPx CPZ CPX CPZ Ice Ice ft in in in in L1 95.00-51.58 0.0000 0.0552 0.0000 0.2064 L2 51.58-1.00 0.0000 0.0553 0.0000 0.2171 Shielding Factor Ka Tower I Feed Line Description Feed Line K Ka Section Record No. Segment Elev. No Ice Ice L11 91 Safety Line 3/81 51.58-95.001 1.0000 1.0000 Discrete Tower Loads Job Page Tow,)e, PA Shane Park, BU#826489 (Wind) 4 of 14 Velocitel,Inc.,db.a. FDH Project Date Velocitel 15BQXD4400 19:05:51 05/22/15 6521 Meridien Drive Raleigh,North Carolina 27616 Client Designed by Phone:9197551012 Crown FAX. 9197551031 SMagallon Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ft fig ft, K ft ft **x FRIG A From Leg 0.50 0.0000 92.00 No Ice 2.39 0.97 0.06 0.00 2.69 1.18 0.07 -4.00 ❑ FRIG B From Leg 0.50 0.0000 92.00 No Ice 2.39 0.97 0.06 0.00 1/2"Ice 2.69 1.18 0.07 -4.00 FRIG C From Leg 0.50 0.0000 92.00 No Ice 2.39 0.97 0.06 0.00 1/2"Ice 2.69 1.18 0.07 -4.00 FXFB B From Leg 0.50 0.0000 92.00 No Ice 3.30 0.98 0.06 0.00 1/2"Ice 3.64 1.21 0.08 -4.00 FXFB C From Leg 0.50 0.0000 92.00 No Ice 3.30 0.98 0.06 0.00 1/2"Ice 3.64 1.21 0.08 -4.00 Pipe Mount[PM 501-3] C None 0.0000 92.00 No Ice 5.78 5.78 0.16 1/2"Ice 7.37 7.37 0.18 QS6658-2 w/Mount Pipe A From Leg 4.00 0.0000 76.00 No Ice 8.70 8.18 0.10 0.00 1/2"Ice 9.35 9.37 0.18 0.00 QS6658-2 w/Mount Pipe B From Leg 4.00 0.0000 76.00 No Ice 8.70 8.18 0.10 0.00 1/2"Ice 9.35 9.37 0.18 0.00 QS6658-2 w/Mount Pipe C From Leg 4.00 0.0000 76.00 No Ice 8.70 8.18 0.10 0.00 1/2"Ice 9.35 9.37 0.18 0.00 AWC-TTMA-70OC-VG A From Leg 4.00 0.0000 76.00 No Ice 0.50 0.67 0.03 0.00 1/2"Ice 0.64 0.83 0.04 0.00 AWC-TTMA-70OC-VG B From Leg 4.00 0.0000 76.00 No Ice 0.50 0.67 0.03 0.00 1/2"Ice 0.64 0.83 0.04 0.00 AWC-TTMA-70OC-VG C From Leg 4.00 0.0000 76.00 No Ice 0.50 0.67 0.03 0.00 1/2"Ice 0.64 0.83 0.04 0.00 (2)RRUS 12 W/SOLAR A From Leg 4.00 0.0000 76.00 No Ice 3.14 1.26 0.06 SHIELD 0.00 1/2"Ice 3.48 1.49 0.08 0.00 (2)RRUS 12 W/SOLAR B From Leg 4.00 0.0000 76.00 No Ice 3.14 1.26 0.06 SHIELD 0.00 1/2"ice 3.48 1.49 0.08 0.00 (2)RRUS 12 W/SOLAR C From Leg 4.00 0.0000 76.00 No Ice 3.14 1.26 0.06 SHIELD 0.00 1/2"Ice 3.48 1.49 0.08 0.00 RCMDC-3315-PF-48 C From Leg 4.00 0.0000 76.00 No Ice 3.71 2.19 0.02 0.00 1/2"Ice 4.07 2.50 0.05 0.00 Platform Mount[LP 303-1] C None 0.0000 76.00 No Ice 14.66 14.66 1.25 1/2"Ice 18.87 18.87 1.48 STARBEAM-3 A From Leg 0.50 0.0000 70.00 No Ice 24.61 4.92 0.34 0.00 1/2"Ice 25.49 5.22 0.52 0.00 10'horizontal x 2"Pipe A None 0.0000 70.00 No Ice 1.33 1.33 0.10 Mount 1/2"Ice 2.02 2.02 0.48 Job Page WTowe PA Shane Park, BU#826489 (Wind) 5 of 14 Project Date Velocitel,Inc.,d.b.a. FDH Velocitel 15BQXD4400 19:05:51 05/22/15 6521 Meridien Drive Raleigh,North Carolina 27616 Client Designed by Phone:9197551012 Crown SMa allon FAX:919755103/ g Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Hor: Adjustment Front Side Leg Lateral Vert ft o ft ft fig K ft ft STARBEAM-4 A From Leg 0.50 0.0000 65.00 No Ice 5.14 21.91 0.27 0.00 1/2"Ice 5.45 22.70 0.44 0.00 10'horizontal x 2"Pipe A None 0.0000 65.00 No Ice 1.33 1.33 0.10 Mount 1/2"Ice 2.02 2.02 0.48 STARBEAM-4 A From Leg 0.50 0.0000 60.00 No Ice 5.14 21.91 0.27 0.00 1/2"Ice 5.45 22.70 0.44 0.00 10'horizontal x 2"Pipe A None 0.0000 60.00 No Ice 1.33 1.33 0.10 Mount 1/2"Ice 2.02 2.02 0.48 STARBEAM-4 A From Leg 0.50 0.0000 55.00 No Ice 5.14 21.91 0.27 0.00 1/2"Ice 5.45 22.70 0.44 0.00 10'horizontal x 2"Pipe A None 0.0000 55.00 No Ice 1.33 1.33 0.10 Mount 1/2"Ice 2.02 2.02 0.48 STARBEAM-3 A From Leg 0.50 0.0000 50.00 No Ice 24.61 4.92 0.34 0.00 1/2"Ice 25.49 5.22 0.52 0.00 10'horizontal x 2"Pipe A None 0.0000 50.00 No Ice 1.33 1.33 0.10 Mount 1/2"Ice 2.02 2.02 0.48 SBNHH-ID65C w/Mount A From Leg 0.50 0.0000 92.00 No Ice 11.59 9.79 0.10 Pipe 0.00 1/2"Ice 12.31 11.31 0.19 -1.00 SBNHH-1D65C w/Mount B From Leg 0.50 0.0000 92.00 No Ice 11.59 9.79 0.10 Pipe 0.00 1/2"Ice 12.31 11.31 0.19 -1.00 SBNHH-1D65C w/Mount C From Leg 0.50 0.0000 92.00 No Ice 11.59 9.79 0.10 Pipe 0.00 1/2"Ice 12.31 11.31 0.19 -1.00 FRLB A From Leg 0.50 0.0000 92.00 No Ice 2.07 0.78 0.06 0.00 1/2"Ice 2.34 0.96 0.07 -4.00 FRLB B From Leg 0.50 0.0000 92.00 No Ice 2.07 0.78 0.06 0.00 1/2"Ice 2.34 0.96 0.07 -4.00 FRLB C From Leg 0.50 0.0000 92.00 No Ice 2.07 0.78 0.06 0.00 1/2"Ice 2.34 0.96 0.07 -4.00 (4)ECC 1920-VPUB A From Leg 0.50 0.0000 92.00 No Ice 0.46 0.17 0.01 0.00 1/2"Ice 0.59 0.26 0.01 -4.00 (4)ECC 1920-V PUB B From Leg 0.50 0.0000 92.00 No Ice 0.46 0.17 0.01 0.00 1/2"Ice 0.59 0.26 0.01 -4.00 (4)ECC 1920-VPUB C From Leg 0.50 0.0000 92.00 No Ice 0.46 0.17 0.01 0.00 1/2"Ice 0.59 0.26 0.01 -4.00 NSN COVP A From Leg 0.50 0.0000 92.00 No Ice 0.71 0.39 0.01 0.00 1/2"Ice 0.87 0.52 0.02 -4.00 Page tnxTower Job PA Shane Park, BU#826489 (Wind) Pa g 6 of 14 Velocitel,Inc.,db.a. FD11 Project Date Velocitel 15BQXD4400 19:05:51 05/22/15 6521 Meridien Drive Raleigh,North Carolina 27616 Client Designed by Phone:9197551012 Crown SMa allon FAX.-9197551031 g Force Totals Load Vertical Sum of Sum of Sum of Sum of Sum of Torques Case Forces Forces Forces Overturning Overturning X Z Moments,M Moments,M K K KV1 kin-ft ki p-fi ki -Ti Leg Weight 6.01 Bracing Weight 0.00 Total Member Self-Weight 6.01 -2.00 0.08 _. Total Weight 160 -2.00 0.08 Wind 0 deg-No Ice 70.02 -12.64 -758.63 -1.73 -0.33 Wind 30 deg-No Ice 6.60 10.96 -658.17 -396.12 -2.12 Wind 60 deg-No Ice 11.40 -6.34 -381.89 -684.34 -3.33 Wind 90 deg-No Ice 13.15 -0.02 -3.81 -789.17 -3.66 Wind 120 deg-No Ice 11.38 6.30 374.75 -682.52 -3.00 Wind 150 deg-No Ice 6.56 10.94 652.36 -392.97 -1.54 Wind 180 deg-No Ice -0.02 12.64 -754.64 1.90 0.33 Wind 210 deg-No Ice -6.60 10.96 654.18 396.28 2.12 Wind 240 deg-No Ice -11.40 6.34 377.90 684.51 3.33 Wind 270 deg-No Ice -13.15 0.02 -0.18 789.34 3.66 Wind 300 deg-No Ice -11.38 -6.30 -378.74 682.69 3.00 Wind 330 deg-No Ice -6.56 -10.94 -656.35 39, 14 1 54 Member Ice 1.75 Total Weight Ice 18.30 -3.31 u_2 Wind 0 deg-Ice 0.00 -1.67 -97.16 0.08 -0.03 Wind 30 deg-Ice 0.86 -1.45 -84.67 -48.31 -0.20 Wind 60 deg-Ice 1.49 -0.84 -50.38 -83.70 -0.31 Wind 90 deg-Ice 1.72 -0.00 -3.48 -96.58 -0.34 Wind 120 deg-Ice 1.49 0.83 43.47 -83.53 -0.27 Wind 150 deg-Ice 0.86 1.45 77.88 -48.03 -0.14 Wind 180 deg-Ice 400 1.67 90.54 0.41 0.03 Wind 210 deg-Ice -0.86 1.45 78.05 48.80 0.20 Wind 240 deg-Ice -1.49 0.84 43.76 84.19 0.31 Wind 270 deg-Ice -1.72 0.00 -3.14 97.08 0.34 Wind 300 deg-Ice -1.49 -0.83 -50.09 84.02 0.27 Wind 330 deg-Ice -0.86 -1.45 -84.50 48.52 0.14 Total Weight 11.69 -2.00 0.08 Wind 0 deg-Service INW11111111 0.01 -3.99 -240.93 -0.49 -0.10 Wind 30 deg-Service 2.08 -3.46 -209.21 -125.02 -0.67 Wind 60 deg-Service 3.60 -2.00 -121.97 -216.03 -1.05 Wind 90 deg-Service 4.15 -0.01 -2.59 -249.13 -1.16 Wind 120 deg-Service 3.59 1.99 116.94 -215.46 -0.95 Wind 150 deg-Service 2.07 3.45 204.60 -124.03 -0.49 Wind 180 deg-Service -0.01 3.99 236.90 0.66 0.10 Wind 210 deg-Service -2.08 3.46 205.18 125.19 0.67 Wind 240 deg-Service -3.60 2.00 117.94 216.19 1.05 Wind 270 deg-Service -4.15 0.01 -1.44 249.30 1.16 Wind 300 deg-Service -3.59 -1.99 -120.98 215.62 0.95 Wind 330 de -Service -2.07 -3.45 -208.64 124.19 0.49 Load Combinations Comb. Description No. 1 Dead Only 2 1.2 Dead+1.6 Wind 0 deg-No Ice 3 0.9 Dead+1.6 Wind 0 deg-No Ice 4 1.2 Dead+1.6 Wind 30 deg-No Ice 5 0.9 Dead+1.6 Wind 30 deg-No Ice ft"T'or, Job Page PA Shane Park, BU#826489 (Wind) 7 of 14 Velocitel,Inc.,d.b.a. FDH Project Date Velocitel 15BQXD4400 19:05:51 05/22/15 6521 Meridien Drive Raleigh,North Carolina 27616 Client Designed b Phone:9197551012 Crown g y allon FAX.-9197551031 SMa g Comb. Description No. 6 1.2 Dead+1.6 Wind 60 deg-No Ice 7 0.9 Dead+1.6 Wind 60 deg-No Ice 8 1.2 Dead+l.6 Wind 90 deg-No Ice 9 0.9 Dead+1.6 Wind 90 deg-No Ice 10 1.2 Dead+1.6 Wind 120 deg-No Ice 11 0.9 Dead+1.6 Wind 120 deg-No Ice 12 1.2 Dead+1.6 Wind 150 deg-No Ice 13 0.9 Dead+1.6 Wind 150 deg-No Ice 14 1.2 Dead+1.6 Wind 180 deg-No Ice 15 0.9 Dead+1.6 Wind 180 deg-No Ice 16 1.2 Dead+1.6 Wind 210 deg-No Ice 17 0.9 Dead+l.6 Wind 210 deg-No Ice 18 1.2 Dead+1.6 Wind 240 deg-No Ice 19 0.9 Dead+l.6 Wind 240 deg-No Ice 20 1.2 Dead+1.6 Wind 270 deg-No Ice 21 0.9 Dead+1.6 Wind 270 deg-No Ice 22 1.2 Dead+1.6 Wind 300 deg-No Ice 23 0.9 Dead+1.6 Wind 300 deg-No Ice 24 1.2 Dead+1.6 Wind 330 deg-No Ice 25 0.9 Dead+1.6 Wind 330 deg-No Ice 26 1.2 Dead+1.0 Ice+1.0 Temp 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.O Temp 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 31 12 Dead+1.0 Wind 120 deg+LO Ice+1.0 Temp 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 33 1.2 Dead+1.0 Wind 180 deg+1.O Ice+1.0 Temp 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 39 Dead+Wind 0 deg-Service 40 Dead+Wind 30 deg-Service 41 Dead+Wind 60 deg-Service 42 Dead+Wind 90 deg-Service 43 Dead+Wind 120 deg-Service 44 Dead+Wind 150 deg-Service 45 Dead+Wind 180 deg-Service 46 Dead+Wind 210 deg-Service 47 Dead+Wind 240 deg-Service 48 Dead+Wind 270 deg-Service 49 Dead+Wind 300 deg-Service 50 Dead+Wind 330 deg-Service Maximum Member Forces Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment Comb. K kip-ft kip-ft LI 95-51.58 Pole Max Tension 2 0.00 -0.00 -0.00 Max.Compression 26 -12.26 0.27 2.90 Max.Mx 20 -6.48 306.74 0.82 Max.My 2 -6.65 -0.77 304.96 Max.Vy 20 -15.40 306.74 0.82 Max.Vx 2 -13.46 -0.77 304.96 Max.Torque 21 -5.41 L2 51.58-1 Pole Max Tension 1 0.00 0.00 0.00 hm,To Job PA Shane Park, BU#826489 (Wind) Page8 of 14 Velocitel,Inc.,d.b.a. FDH Project Date Velocitel 15BQXD4400 19:05:51 05/22/15 6521 Meridien Drive Raleigh,North Carolina 27616 Client Designed by Phone:9197551012 Crown FAX.-9197551031 SMagallon Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment Comb. K kip-ft kip-ft Max.Compression 26 -20.71 0.27 3.86 Max.Mx 20 -14.00 1292.59 -0.52 Max.My 2 -14.00 -2.88 1241.74 Max.Vy 20 -21.07 1292.59 -0.52 Max.Vx 2 -20.25 -2.88 1241.74 Max.Torque 21 -5.81 Maximum Reactions Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load K K K Comb. Pole Max.Vert 26 20.71 -0.00 -0.00 Max.H, 21 10.52 21.05 -0.04 Max.H, 3 10.52 -0.04 20.23 Max.M, 2 1241.74 -0.04 20.23 Max.M, 8 1292.38 -21.05 0.04 Max.Torsion 9 5.79 -21.05 0.04 Min,Vert 3 10.52 -0.04 20.23 Min.H. 9 10.52 -21.05 0.04 Min.H 15 10.52 0.04 -20.23 Min.M,, 14 -1236.79 0.04 -20.23 Min.M 20 -1292.59 21.05 -0.04 Min.Torsion 21 -5.79 21.05 -0.04 i Tower Mast Reaction Summary Load Vertical Shea z Shear Overturning Overturning Torque Combination Moment,M Moment,M K K K kip-ft kip-ft kip ft Dead Only 11.69 0.00 0.00 -2.01 0.08 -0.00 1.2 Dead+1.6 Wind 0 deg-No 14.03 0.04 -20.23 -1241.74 -2.88 -0.53 Ice 0.9 Dead+1.6 Wind 0 deg-No 10.52 0.04 -20.23 -1233.37 -2.89 -0.53 Ice 1.2 Dead+1.6 Wind 30 deg-No 14.03 10.56 -17.54 -1077.21 -648.78 -3.36 Ice 0.9 Dead+1.6 Wind 30 deg-No 10.52 10.56 -17.54 -1069.85 -644.76 -3.36 Ice 1.2 Dead+1.6 Wind 60 deg-No 14.03 18.25 -10.15 -624.65 -1120.76 -5.28 Ice 0.9 Dead+1.6 Wind 60 deg-No 10.52 18.25 -10.15 -620.13 -1113.80 -5.29 Ice 1.2 Dead+1.6 Wind 90 deg-No 14.03 21.05 -0.04 -5.44 -1292.38 '-5.78 Ice 0.9 Dead+1.6 Wind 90 deg-No 10.52 21.05 -0.04 -4.78 -1284.36 -5.79 Ice I 1.2 Dead+1.6 Wind 120 deg- 14.03 18.21 10.08 614.58 -1117.78 -4.74 No Ice 0.9 Dead+1.6 Wind 120 deg- 10.52 18.21 10.08 611.35 -1110.84 -4.74 No Ice 1.2 Dead+1.6 Wind 150 deg- 14.03 10.49 17.50 1069.31 -643.62 -2.43 No Ice tnx'I"Wer Job Page PA Shane Park, BU#826489 (Wind) 9 of 14 Velocitel,Inc.,d.b.a. FDH Project Date Velocitel 15BQXD44OO 19:05:51 05/22/15 6521 Meridien Drive Raleigh,North Carolina 27616 Client Designed by Phone:9197551012 Crown SMa allon FAX.-9197551031 9 Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment,M Moment,M K K K kip ft kip ft kip ft 0.9 Dead+1.6 Wind 150 deg- 10.52 10.49 17.50 1063.24 -639.63 -2.43 No Ice 1.2 Dead+1.6 Wind 180 deg- 14.03 -0.04 20.23 1236.79 3.08 0.53 No Ice 0.9 Dead+1.6 Wind 180 deg- 10.52 -0.04 20.23 1229.69 3.03 0.53 No Ice 1.2 Dead+1.6 Wind 210 deg- 14.03 -10.56 17.54 1072.28 648.97 3.34 No Ice 0.9 Dead+1.6 Wind 210 deg- 10.52 -10.56 17.54 1066.19 644.90 3.35 No Ice 1.2 Dead+1.6 Wind 240 deg- 14.03 -18.25 10.15 619.73 1120.95 5.27 No Ice 0.9 Dead+1.6 Wind 240 deg- 10.52 -18.25 10.15 616.47 1113.94 5.27 No Ice 1.2 Dead+1.6 Wind 270 deg- 14.03 -21.05 0.04 0.52 1292.59 5.78 No Ice 0.9 Dead+1.6 Wind 270 deg- 10.52 -21.05 0.04 1.14 1284.52 5.79 No Ice 1.2 Dead+1.6 Wind 300 deg- 14.03 -18.21 -10.08 -619.50 1117.99 4.75 No Ice 0.9 Dead+1.6 Wind 300 deg- 10.52 -18.21 -10.08 -615.01 1111.00 4.76 No Ice 1.2 Dead+1.6 Wind 330 deg- 14.03 -10.49 -17.50 -1074.25 643.83 2.44 No Ice 0.9 Dead+1.6 Wind 330 deg- 10.52 -10.49 -17.50 -1066.91 639.79 2.45 No Ice 1.2 Dead+1.0 Ice+1.0 Temp 20.71 0.00 0.00 -3.86 0.27 -0.00 1.2 Dead+1.0 Wind 0 deg+1.0 20.71 0.00 -1.67 -101.37 0.11 -0.04 Ice+1.0 Temp 1.2 Dead+1.0 Wind 30 deg+1.0 20.71 0.86 -1.45 -88.41 -50.12 -0.20 Ice+1.0 Temp 1.2 Dead+1.0 Wind 60 deg+1.0 20.71 1.49 -0.84 -52.81 -86.85 -0.31 Ice+1.0 Temp 1.2 Dead+1.0 Wind 90 deg+1.0 20.71 1.72 -0.00 -4.12 -100.23 -0.33 Ice+1.0 Temp 1.2 Dead+1.0 Wind 120 20.71 1.49 0.83 44.59 -86.63 427 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 150 20.71 0.86 1.45 80.30 -49.80 -0.14 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 180 20.71 -0.00 1.67 93.43 0.46 0.04 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 210 20.71 -0.86 1.45 80.47 50.66 0.20 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 240 20.71 -1.49 0.84 44.89 87.37 0.31 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 270 20.71 -1.72 0.00 -3.77 100.79 0.33 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 300 20.71 -1.49 -0.83 -52.51 87.24 0.27 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 330 20.71 -0.86 -1.45 -88.23 50.39 0.14 deg+1.0 Ice+1.0 Temp Dead+Wind 0 deg-Service 11.69 0.01 -3.99 -245.91 -0.50 -0.11 Dead+Wind 30 deg-Service 11.69 2.08 -3.46 -213.53 -127.59 -0.67 Dead+Wind 60 deg-Service 11.69 3.60 -2.00 -124.49 -220.47 -1.05 Dead+Wind 90 deg-Service 11.69 4.15 -0.01 -2.65 -254.25 -1.15 Dead+Wind 120 deg-Service 11.69 3.59 1.99 119.35 -219.88 -0.94 Dead+Wind 150 deg-Service 11.69 2.07 3.45 208.82 -126.58 -0.48 Dead+Wind 180 deg-Service 11.69 -0.01 3.99 241.79 0.67 0.11 Dead+Wind 210 deg-Service 11.69 -2.08 3.46 209.41 127.76 0.67 Dead+Wind 240 deg-Service 11.69 -3.60 2.00 120.37 220.64 1.05 Dead+Wind 270 deg-Service 11.69 -4.15 0.01 -1.48 254.42 1.15 tnxTJob Page PA Shane Park, BU#826489 (Wind) 10 of 14 Velocitel,Inc.,d.b.a. FDH Project Date 15BQXD4400 19:05:51 05/22/15 Velocitel 6521 Meridien Drive Raleigh,North Carolina 27616 Client Designed by Phone:9197551012 Crown SMa allon FA -9197551031 g Load Vertical Shear, Shear Overturning Overturning Torque Combination Moment,M Moment,M K K K kip ft lap ft kip ft Dead+Wind 300 deg-Service 11.69 -3.59 -1.99 -123.48 220.06 0.95 Dead+Wind 330 deg-Service 11.69 -2.07 -3.45 -212.95 126.75 0.48 Solution Summary Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. K K K K K K 1 0.00 -11.69 0.00 -0.00 11.69 -0.00 0.004% 2 0.04 -14.03 -20.23 -0.04 14.03 20.23 0.004% 3 0.04 -10.52 -20.23 -0.04 10.52 20.23 0.003% 4 10.56 -14.03 -17.54 -10.56 14.03 17.54 0.000% 5 10.56 -10.52 -17.54 -10.56 10.52 17.54 0.000% 6 18.25 -14.03 -10.15 -18.25 14.03 10.15 0.000% 7 18.25 -10.52 -10.15 -18.25 10.52 10.15 0.000% 8 21.05 -14.03 -0.04 -21.05 14.03 0.04 0.001% 9 21.05 -10.52 -0.04 -21.05 10.52 0.04 0.001% 10 18.21 -14.03 10.08 -18.21 14.03 -10.08 0.000% 11 18.21 -10.52 10.08 -18.21 10.52 -10.08 0.000% 12 10.49 -14.03 17.50 -10.49 14.03 -17.50 0.000% 13 10.49 -10.52 17.50 -10.49 10.52 -17.50 0.000% 14 -0.04 -14.03 20.23 0.04 14.03 -20.23 0.004% 15 -0.04 -10.52 20.23 0.04 10.52 -20.23 0.003% 16 -10.56 -14.03 17.54 10.56 14.03 -17.54 0.000% 17 -10.56 -10.52 17.54 10.56 10.52 -17.54 0.000% 18 -18.25 -14.03 10.15 18.25 14.03 -10.15 0.000% 19 -18.25 -10.52 10.15 18.25 10.52 -10.15 0.000% 20 -21.05 -14.03 0.04 21.05 14.03 -0.04 0.001% 21 -21.05 -10.52 0.04 21.05 10.52 -0.04 0.001% 22 -18.21 -14.03 -10.08 18.21 14.03 10.08 0.000% 23 -18.21 -10.52 -10.08 18.21 10.52 10.08 0.000% 24 -10.49 -14.03 -17.50 10.49 14.03 17.50 0.000% 25 -10.49 -10.52 -17.50 10.49 10.52 17.50 0.000% 26 0.00 -20.71 0.00 -0.00 20.71 -0.00 0.004% 27 0.00 -20.71 -1.67 -0.00 20.71 1.67 0.002% 28 0.86 -20.71 -1.45 -0.86 20.71 1.45 0.002% 29 1.49 -20.71 -0.84 -1.49 20.71 0.84 0.002% 30 1.72 -20.71 -0.00 -1.72 20.71 0.00 0.002% 31 1.49 -20.71 0.83 -1.49 20.71 -0.83 0.004% 32 0.86 -20.71 1.45 -0.86 20.71 -1.45 0.004% 33 -0.00 -20.71 1.67 0.00 20.71 -1.67 0.004% 34 -0.86 -20.71 1.45 0.86 20.71 -1.45 0.004% 35 -1.49 -20.71 0.84 1.49 20.71 -0.84 0.005% 36 -1.72 -20.71 0.00 1.72 20.71 -0.00 0.002% 37 -1.49 -20.71 -0.83 1.49 20.71 0.83 0.002% 38 -0.86 -20.71 -1.45 0.86 20.71 1.45 0.002% 39 0.01 -11.69 -3.99 -0.01 11.69 3.99 0.004% 40 2.08 -11.69 -3.46 -2.08 11.69 3.46 0.004% 41 3.60 -11.69 -2.00 -3.60 11.69 2.00 0.004% 42 4.15 -11.69 -0.01 -4.15 11.69 0.01 0.004% 43 3.59 -11.69 1.99 -3.59 11.69 -1.99 0.004% 44 2.07 -11.69 3.45 -2.07 11.69 -3.45 0.004% 45 -0.01 -11.69 3.99 0.01 11.69 -3.99 0.004% 46 -2.08 -11.69 3.46 2.08 11.69 -3.46 0.004% 47 -3.60 -11.69 2.00 3.60 11.69 -2.00 0.004% 48 -4.15 -11.69 0.01 4.15 11.69 -0.01 0.004% 49 -3.59 -11.69 -1.99 3.59 11.69 1.99 0.004% 50 -2.07 -11.69 -3.45 2.07 11.69 3.45 0.004% Job h"Tower, PA Shane Park, BU#826489 (Wind) Page11 of 14 Velocitel,Inc.,d.b.a. FDH Project Date Velocitel 15BQXD4400 19:05:51 05/22/15 6521 Meridien Drive Raleigh,North Carolina 27616 Client Designed by Phone:9197551012 Crown FAX.-9197551031 SMagallon Non-Linear Convergence Results Load Converged? Number Displacement Force Combination of Cycles Tolerance Tolerance 1 Yes 6 0.00000001 0.00002841 2 Yes 12 0.00000001 0.00010044 3 Yes 12 0.00000001 0.00007587 4 Yes 14 0.00000001 0.00009065 5 Yes 14 0.00000001 0.00006458 6 Yes 14 0.00000001 0.00011920 7 Yes 14 0.00000001 0.00008561 8 Yes 13 0.00000001 0.00010339 9 Yes 13 0.00000001 0.00007652 10 Yes 14 0.00000001 0.00008494 11 Yes 14 0.00000001 0.00006069 12 Yes 14 0.00000001 0.00010352 13 Yes 14 0.00000001 0.00007441 14 Yes 12 0.00000001 0.00010304 15 Yes 12 0.00000001 0.00007793 16 Yes 14 0.00000001 0.00010964 17 Yes l4 0.00000001 0.00007890 18 Yes 14 0.00000001 0.00008511 19 Yes 14 0.00000001 0.00006082 20 Yes 13 0.00000001 0.00010002 21 Yes 13 0.00000001 0.00007405 22 Yes 14 0.00000001 0.00011491 23 Yes 14 0.00000001 0.00008246 24 Yes 14 0.00000001 0.00009224 25 Yes 14 0.00000001 0.00006573 26 Yes 7 0.00000001 0.00004250 27 Yes 11 0.00000001 0.00001581 28 Yes 11 0.00000001 0.00001685 29 Yes 11 0.00000001 0.00001771 30 Yes 11 0.00000001 0.00001617 31 Yes 10 0.00000001 0.00003718 32 Yes 10 0.00000001 0.00003553 33 Yes 10 0.00000001 0.00003461 34 Yes 10 0.00000001 0.00003641 35 Yes 10 0.00000001 0.00003806 36 Yes 11 0.00000001 0.00001637 37 Yes 11 0.00000001 0.00001757 38 Yes 11 0.00000001 0.00001678 39 Yes 11 0.00000001 0.00009706 40 Yes ll 0.00000001 0.00008378 41 Yes it 0.00000001 0.00010053 42 Yes 11 0.00000001 0.00010834 43 Yes 11 0.00000001 0.00008592 44 Yes 11 0.00000001 0.00008583 45 Yes 11 0.00000001 0.00009431 46 Yes 11 0.00000001 0.00008983 47 Yes 11 0.00000001 0.00008762 48 Yes 11 0.00000001 0.00010838 49 Yes 11 0.00000001 0.00009734 50 Yes 11 0.00000001 0.00008279 t, ,ower Job PA Shane Park, BU#826489(Wind) Page 12 of 14 Velocitel,Inc.,d.b.a. FDH Project Date Velocitel 15BQXD4400 19:05:51 05/22/15 6521 Meridien Drive Raleigh,North Carolina 27616 Client Designed by Phone:9197551012 Crown SMagallon FAX:9197551031 Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. Tilt Ttivist No. Deflection Load ft in Comb. o ° L1 95-51.58 13.244 48 1.1659 0.0107 L2 54.7467-1 4.459 48 0.7834 0.0087 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in o oft 92.00 FRIG 48 12.503 1.1406 0.0106 22365 76.00 QS6658-2 w/Mount Pipe 48 8.670 1.0014 0.0101 5885 70.00 STARBEAM-3 48 7.343 0.9450 0.0098 4472 65.00 STARBEAM-4 48 6.310 0.8953 0.0095 3727 60.00 STARBEAM-4 48 5.358 0.8426 0.0091 3194 55.00 STARBEAM-4 48 4.500 0.7864 0.0087 2885 50.00 STARBEAM-3 48 3.745 0.7262 0.0082 3046 Maximum Tower Deflections - Design Wind Section Elevation Horz. Gov. Tilt Ttivist No. Deflection Load ft in Comb. o ° L1 95-51.58 67.219 20 5.9229 0.0539 L2 54.7467-1 22.652 20 3.9814 0.0437 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Ttivist Radius of Load Curvature ft Comb. in o oft 92.00 FRIG 20 63.460 5.7947 0.0534 4486 76.00 QS6658-2 w/Mount Pipe 20 44.015 5.0882 0.0508 1 178 70.00 STARBEAM-3 20 37.285 4.8021 0.0493 894 65.00 STARBEAM-4 20 32.046 4.5497 0.0478 744 60.00 STARBEAM-4 20 27.215 4.2820 0.0460 636 55.00 STARBEAM-4 20 22.859 3.9964 0.0438 574 50.00 STAR-BEAM-3 20 19.030 3.6909 0.0412 605 Compression Checks Job Page PA Shane Park, BU#826489(Wind) 13 of 14 Velocitel,Inc.,db.a. FDH Project Date Velocitel 15BQXD4400 19:05:51 05/22/15 6521 Meridien Drive Raleigh,North Carolina 27616 Client Designed by Phone:9197551012 Crown FA9197551031 SMagallon X. Pole Design Data Section Elevation Size L L„ KI/r A P„ bP Ratio No. P. ft ft ft int K K �Pn Ll 95-51.58(1) TP24.47xl2.75x0.1875 43.42 0.00 0.0 13.9424 -6.51 971.21 0.007 L2 51.58-1(2) TP37.75x23.2402x0.25 53.75 0.00 0.0 29.7563 -14.00 1933.90 0.007 Pole Bending Design Data Section Elevation Size M„.r +M,r Ratio Mr M y Ratio No. M- M ft kip-ft kip-ft +Mr kip ft kip ft +M- Ll 95-51.58(1) TP24.47xl2.75x0.1875 307.32 467.82 0.657 0.00 467.82 0.000 L2 51.58-1(2) TP37.75x23.2402x0.25 1292.59 1493.04 0.866 0.00 1493.04 0.000 Pole Shear Design Data Section Elevation Size Actual bV Ratio Actual +Tn Ratio No. V. V. T. T. ft K K +V, kip ft kip ft +Tn L1 95-51.58(1) TP24.47xl2.75x0.1875 14.98 485.61 0.031 4.95 936.77 0.005 L2 51.58-1(2) TP37.75x23.2402x0.25 21.07 966.95 0.022 5.78 2989.74 0.002 Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. Pn MI. M„ V. T Stress Stress ft Vp +M- +M- �V +T, Ratio Ratio Ll 95-51.58(1) 0.007 0.657 0.000 0.031 0.005 0.665 1.000 4.8.2 9/ V -/ L2 51.58-1(2) 0.007 0.866 0.000 0.022 0.002 0.874 1.000 4.8.2 V Section Capacity Table Section Elevation Component Sire Critical P oPnllo,,, % Pass No. ft Type Element K K Capacity Fail L1 95-51.58 Pole TP24.47xl2.75x0.1875 1 -6.51 971.21 66.5 Pass L2 51.58-1 Pole TP37.75x23.2402x0.25 2 -14.00 1933.90 87.4 Pass Summary Job WxTo ger JoPA Shane Park, BU#826489 (Wind) Page14 of 14 Velocitel,Inc.,db.a. FDH Project Date Velocitel 15BQXD44OO 19:05:51 05/22/15 6521 Meridien Drive Raleigh,North Carolina 27616 Client Designed by Phone:9197551012 Crown FAX.-9197551031 SMagallon Section Elevation Component Sire Critical P eP.1/— % Pass No. ft Type Element K K Capacity Fail Pole(L2) 87.4 Pass RATING= 87.4 Pass Program Version 6.1.4.1-12/17/2013 File://fdh-irvine/FDH-Irvine/Projects/2015 Effective-Client Jobs/CROWNC_Crown Castle USA Inc/WA/826489—PA Shane Park/15BQXD4400-STAMOO_TMO/R.0/Analysis/ReportedTower/PA Shane Park,BU#826489 LC5(Wind).eri May 22, 2015 94 Ft Monopole Tower Structural Analysis CCI BU No 826489 Project Number 15BQXD4400,Application 293325, Revision 2 Page 7 APPENDIX B BASE LEVEL DRAWING tnxTower Report-version 6.1.4.1 3 N� (RESERVED) (12) 7/8" TO 76 FT LEVEL (1) 1 3/32" TO 76 FT LEVEL (INSTALLED) (1) 1/2" TO 70 FT LEVEL / \ (PROPOSED) \ (1) 1-1/4" TO 92 FT LEVEL (INSTALLED-TO BE REMOVED) — \ (1) 1-1/4" TO 92 FT LEVEL / \ \ (1) 1-5/8" TO 92 FT LEVEL / 1 O (INSTALLED) r o ory (6) 7/8" TO 92 FT LEVEL I 0 BUSINESS UNIT: 826489 TOWER ID: C_BASELEVEL May 22, 2015 94 Ft Monopole Tower Structural Analysis CCI BU No 826489 Project Number 15BQXD4400, Application 293325, Revision 2 Page 8 APPENDIX C ADDITIONAL CALCULATIONS tnxTower Report-version 6.1.4.1 Monopole Analysis per 2012 IBC BU#: 826489 Site Name: PA Shane Park Axial,Wt= 14.0 kips From TNX: Shear,V,,= 21.0 kips degrees minutes seconds Site Latitude= 48 7 25.00 48.1236 degrees Site Longitude= -123 27 46.50 -123.4629 degrees Mass or Stiffness Irregularities= No (Table 2-9) Ground Supported Structure= Yes Structure Class= II (Table 2-1) Site Class= D-Stiff Soil (Table 2-11) Spectral response acceleration short periods,Ss= 1.550 USGS Seismic Too] Spectral response acceleration 1 s period,S1= 0.627 Tower Height(AGL),HC= 94.0 ft Importance Factor,I= 1.0 (Table2-3) Acceleration-based site coefficient,Fa= 1.0 (Table 2-12) Velocity-based site coefficient,F,= 1.5 (Table 2-13) Design spectral response acceleration short period,SDs= 1.033 (2.76) Design spectral response acceleration 1 s period,SD1= 0.627 (2.76) Calculated CS= 0.689 (2.77.1) Base Seismic Shear,VS= 8.0 kips Appurtenance Weight(top 1/3 of structure),W„= 4.0 kips Average Moment of Inertia,l,, = 1860.9 in Fundamental Frequency,Ff= 0.435 (2.711.2) Ff related variable,SA= 0.273 (2.78.1) Calculated CS= 0.182 (2.77.1) Minimum CS= 0.045 (2.7.7.1) Minimum CS when S1>_0.75= 0.000 (2.7.7.1) Final CS= 0.182 Alternative Base Seismic Shear,VS= 2.1 kips Full seismic analysis is required by 2012 IBC for all sites. CCISeismic 2.0.07 Page 1 Analysis Date: 5/22/2015 dw:—F_—_0 .................. Bll p: 836488 I1W1 PA ShaneP.k Pmfacl No: iSBQXC4100 Wt 3401 Ifrom 915P 30 enalyslsl liable lsn ll Fo7Donl liable 11.4 1) 1.5 for Site Ckss Ovnl liable 114 2) ISK s61 S. I.,W31s„ cl, 1, 1) j-11-15.4.1:1.1-1,sq.15..11 C, 1. (El,11-.119 1�-) (S.*TV(T"( C, Q380 Im.,a—. Q5 I T 12.5,k=1-1InurpobHon can lu T 111-12) T I 161.128111 wha (Fl 11.t 3 -2 1 —89 —0 5 HE 2 .2 i-4 F.— R.122 613) IV2 1— 1121 -�l — 1.112 1 21 2.020 4 0.1 U,171 .1 1218 0,143 370 4..2 W7 1. 7.7 Oma7 102mW5 .26135 fl I— 4.19 21 � .E3 - 1,.1 1-7 11 M. �. 1 3.5 1 jIH 4- -4 -7 tt3 6003 95.0 It DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION Lateral Seismic Force 92 It 93 RCMDC-3315-PF-48 76 FRIG 92 Platform Mount[LP 303-1] 76 FRIG 92 Lateral Seismic Force 75 R 76 FXFB 92 Lateral Seismic Force 72.5 It 73.5 FXFB 92 Lateral Seismic Force 69 It 70 Pipe Mount[PM 501-31 92 STARBEAM-3 70 SBNHH-1 D65C w/Mount Pipe 92 10'horizontal x 2"Pipe Mount 70 SBNHH-1 D65C w/Mount Pipe 92 Lateral Seismic Force 65 ft 66 SBNHH-1D65C w/Mount Pipe 92 Lateral Seismic Force 64 ft 65 FRLB 92 STARBEAM-4 65 FRLB 92 10'horizontal x 2"Pipe Mount 65 m n o FRLB 92 STARBEAM-4 60 v c ci N o (4)ECC1920-VPUB 92 10'horizontal x 2"Pipe Mount 60 � N (4)ECC1920-VPUB 92 Lateral Seismic Force 59 ft 60 (4)ECC1920-VPUB 92 Lateral Seismic Force 55 ft 56 NSN COVP 92 10'horizontal x 2"Pipe Mount 55 ti I r�l Lateral Seismic Force 91 ft 92 Lateral Seismic Force 54 ft 55 FRIG 92 STARBEAM-4 55 Lateral Seismic Force 90.5 It 91.5 Lateral Seismic Force 52.29 ft 53.29 Lateral Seismic Force 90 R 91 STARBEAM-3 50 Lateral Seismic Force 89 ft 90 10'horizontal x 2"Pipe Mount 50 Lateral Seismic Force 87 ft 88 Lateral Seismic Force 49 ft 50 Lateral Seismic Force 85 ft 86 Lateral Seismic Force 48.7467 ft 49.7467 Lateral Seismic Force 79 ft 80 Lateral Seismic Force 45 ft 46 OS6658-2 w/Mount Pipe 76 Lateral Seismic Force 38.7467 ft 39.7467 QS6658-2 w/Mount Pipe 76 Lateral Seismic Force 35 ft 36 QS6658-2 w/Mount Pipe 76 Lateral Seismic Force 28.7467 It 29.7467 AWC-TTMA-7000-VG 76 Lateral Seismic Force 25 ft 26 AWC-TTMA-70OC-VG 76 Lateral Seismic Force 18.7467 It 19.7467 51�_ AWC-TTMA-70OC-VG 76 Lateral Seismic Force 15 ft 16 m (2)RRUS 12 W/SOLAR SHIELD 76 Lateral Seismic Force 8.7467 ft 9.7467 N (2)RRUS 12 W/SOLAR SHIELD 76 Lateral Seismic Force 5 ft 6 Q O (2)RRUS 12 W/SOLAR SHIELD 76 Lateral Seismic Force 1.87335 ft 2.87335 MATERIAL STRENGTH GRADE Fy Fu GRADE Fy Fu A572-65 165 ksi 180 ksi TOWER DESIGN NOTES 1. Tower is located in Clallam County,Washington. 2. Tower designed for Exposure C to the TIA-222-G Standard. 3. Tower designed for a 1 mph basic wind in accordance with the TIA-222-G Standard. 4. Tower Structure Class II. 5. Topographic Category 5 with Crest Height of 225.00 ft 6. TOWER RATING:21.5% 0 0 N V C N r ALL REACTIONS ARE FACTORED AXIAL 14 K SHEAR MOMENT 4 K_L 311 kip-ft 1.0 ft TORQUE 0 kip-ft REACTIONS-1 mph WIND m .r c n m O a i5 E " m U) Z r`- vl r'- m Velocitel,InC.,db.a. FDH Velocitel b:PA Shane Park,BU#826489(Wind) fAnalysis Project 156 XD4400 6521 Meridien Drive ct ve Raleigh, North Carolina 27616 Client' Crown Dr�`"n bySMagallon App'd: rowPhone:9197551012 code: TIA-222-G Date:05/22/15 scale: NTS FAX:9197551031 Pmt Dwg No.E-1 Stiffened or Unstiffened, Ungrouted, Circular Base Plate -Any Rod Material TIA Rev G Assumption: Clear space between bottom of leveling nut and top of concrete not exceeding(1)*(Rod Diameter) Site Data Reactions BU#: 826489 Mu: 1293 ft-kips Site Name: PA Shane Park Axial,Pu: 14 kips App#: 293325 Rev. 2 Shear,Vu: 21 kips Pole Manufacturer: Other Eta Factor, q 0.5 TIA G(Fig.4-4) Anchor Rod Data If No stiffeners,Criteria: AISC LRFD <-Only Applcable to Unstiffened Cases Qty: 8 Diam: 2.25 in Rod Material: A615-J Anchor Rod Results Ri id Strength(Fu): 100 ksi Max Rod(Cu+Vu/Ij): 180.4 Kips AISC LRFD Yield(Fy): 75 ksi Allowable Axial,m*Fu*Anet: 260.0 Kips rp*Tn Bolt Circlel 44.75 in I Anchor Rod Stress Ratio: 69.4% Pass Plate Data Diam: 50.75 in Base Plate Results Flexural Check Rigid Thick: 2.25 in Base Plate Stress: 21.5 ksi AISC LRFD Grade: 50 ksi Allowable Plate Stress: 45.0 ksi (p*Fy Single-Rod B-eff: 14.98 in Base Plate Stress Ratio: 47.8% Pass Y.L.Length: 22.50 Stiffener Data(Welding at both sides) n/a Contig: 0 Stiffener Results Weld Type: Horizontal Weld: n/a Groove Depth: <--Disregard Vertical Weld: n/a Groove Angle: <--Disregard Plate Flex+Shear,tb/Fb+(fv/Fv)A2: n/a Fillet H.Weld: in Plate Tension+Shear,ft/Ft+(fv/Fv)A2: n/a Fillet V.Weld: in Plate Comp. (AISC Bracket): n/a Width: in Height: in Pole Results Thick: in Pole Punching Shear Check: n/a Notch: in Grade: ksi Weld str.: ksi o.- Pole Data Diam: 37.75 in u \ o Thick: 0.25 in Grade: 65 ksi �o o #of Sides: 18 "0"IF Round ', o l Fu 80 ksi J Reinf.Fillet Weld 0 "0"if None �o _o 0=none,1=every bolt,2=every 2 bolts,3=2 per bolt **Note:for complete joint penetration groove welds the groove depth must be exactly 1/2 the stiffener thickness for calculation purposes CClplate v2.0 Analysis Date:5/22/2015 CAISSON Version 10.61 7:01:57 PM Friday, May 22, 2015 FDH Engineering * + * CAISSON - Pier Foundations Analysis and Design - Copyright Power Line Systems, Inc. 1993-2010 * + Project Title: PA Shane Park, BU# 826489 Project Notes: Calculation Method: Full 8CD ******* I N P U T D A T A Pier Properties Diameter Distance Concrete Steel of Top of Pier Strength Yield above Ground Strength (ft) (ft) (ksi) (ksi) ------------------------------------- 7.00 1.00 4.00 60.00 Soil Properties Layer Type Thickness Depth at Top Density Cu KP PHI of Layer (ft) (ft) (lbs/ft^3) (psf) (deg) ---------------------------------------------------------------------------------------- 1 Sand 3.00 0.00 110.0 0.000 -90.00 2 Sand 0.50 3.00 47.6 0.000 -90.00 3 Sand 3.00 3.50 47.6 2.882 29.00 4 Sand 4.00 6.50 52.6 3.000 30.00 5 Sand 9.50 10.50 72.6 4.599 40.00 Design (Factored) Loads at Top of Pier Moment Axial Shear Additional Safety Load Load Factor Against Soil Failure (ft-k) (kips) (kips) ----------------------------------------------- ------> Soil Check: 1.33/2.49 = 0.534 x 1008 = 53.48 < 110% ------> OK! 1293.0 14.0 21.00 2.49 +++++++ R E S U L T S Calculated Pier Properties Length Weight Pressure Pressure Total Due To Due To End-Bearing Axial Load Weight Pressure (ft) (kips) (psf) (psf) (psf) --------------------------------------------------------------- 21.000 121.226 363 .8 3150.0 3513.8 Ultimate Resisting Forces Along Pier Type Distance of Top of Layer Thickness Density CU KP Force Arm to Top of Pier (ft) (ft) (lbs/ft^3) (psf) (kips) (ft) --------------------------------------------------------------------------------------------------- Sand 1.00 3.00 110.0 0.000 0.00 3.00 Sand 4.00 0.50 47.6 0.000 0.00 4.25 Sand 4.50 3.00 47.6 2.882 77.20 6.08 Sand 7.50 4.00 52.6 3.000 151.65 9.62 Sand 11.50 4.66 72.6 4.599 394.33 13.98 Sand 16.16 4.84 72.6 4.599 -570.72 18.70 Shear and Moments Along Pier Distance below Shear Moment Shear Moment Top of Pier (with Safety Factor) (with Safety Factor) (without Safety Factor) (without Safety Factor) (ft) (kips) (ft-k) (kips) (ft-k) ------------------------------------------------------------------------------------------------------------------------ 0.00 52.5 3229.5 21.1 1297.0 2.10 52.5 3339.7 21.1 1341.2 4.20 52.5 3449.8 21.1 1385.5 6.30 9.3 3522.5 3.7 1414.7 8.40 -54.2 3478.3 -21.8 1396.9 10.50 -133.5 3283.7 -53.6 1318.8 12.60 -255.7 2892.2 -102.7 1161.5 14.70 -430.8 2176.7 -173.0 874.2 16.80 -504.7 1103.1 -202.7 443.0 18.90 -267.8 286.6 -107.6 115.1 21.00 0.0 -0.0 0.0 -0.0 FDH Engineering Page 1/1 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 Maximum Shaft Superimposed Forces BU#: 826489 TIA Revision: G Site Name: PA Shane Park Max. Factored Shaft Mu: 1414.7 ft-kips (*Note) App#: 293325 Rev. 2 Max. Factored Shaft Pu: 14 kips Max Axial Force Type: Comp. " Note: Max Shaft Superimposed Moment does not necessarily Loads Already Factored equal to the shaft top reaction moment For M (WL) 1.3 <----Disregard For P(DL) 1.3 <----Disregard Load Factor Shaft Factored Loads 1.00 Mu:j 1414.7 ft-kips Pier Properties 1.00 Pu: 14 kips Concrete: Pier Diameter= 7.0 ft Material Properties Concrete Area= 5541.8 int Concrete Comp. strength, fc= 4000 psi Reinforcement yield strength, Fy= 60 ksi Reinforcement: Reinforcing Modulus of Elasticity, E= 29000 ksi Clear Cover to Tie= 4.00 in Reinforcement yield strain= 0.00207 Horiz. Tie Bar Size=j 4 1 Limiting compressive strain= 0.003 Vert. Cage Diameter= 6.14 ft ACI 318 Code Vert. Cage Diameter= 73.73 in Select Analysis ACI Code=1 2008 Vertical Bar Size = 10 Seismic Properties Bar Diameter= 1.27 in Seismic Design Category=�-D Bar Area = 1.27 int E Seismic Risk= High Number of Bars = 24 As Total= 30.48 inZ Solve < Press Upon Completing All Input A s/Aconc, Rho: 0.0055 0.55% (Run) ACI 10.5 , ACI 21.10.4, and IBC 1810. Results: Min As for Flexural, Tension Controlled, Shafts: Governing Orientation Case: 1 (3)*(Sgrt(fc)/Fy: 0.0032 E E 200/Fy: 0.0033 Mu Mu Case 1 Case 2 Dist. From Edge to Neutral Axis: 11.49 in Extreme Steel Strain, et: 0.0176 Minimum Rho Check: ct>0.0050, Tension Controlled Actual Req'd Min. Rho: 0.33% Flexural Reduction Factor,cp: 0.900 Provided Rho:j 0.55% JOK Ref. Shaft Max Axial Capacities, (�Max(Pn or Tn): Max Pu = ((p=0.65) Pn. Output Note: Negative Pu=Tension Pin per ACI 318 (10-2) 10694.94 kips For Axial Compression, T Pin = Pu: 14.00 kips at Mu=((�=0.65)Mn= 6513.64 ft-kips Drilled Shaft Moment Capacity, cpMn: 4893.20 ft-kips Drilled Shaft Superimposed Mu: 1414.70 ft-kips Max Tu, ((p=0.9) Tin =1 1645.92 Ikips at Mu=(�=(0.90)Mn= 0.00 ft-kips I (Mu/cpMn, Drilled Shaft Flexure CSR: 28.9% Drilled_Shaft_Moment_Capacity, DSMC, Version 1.1 -Effective 04/01/2010 Analysis Date: 5/22/2015 1303 W 81" Street CUP 15-01 i 9001ORA;NGELES ® WASH I N GTO N, U. S. A. n DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT TO: Planning Commission FROM: Ben Braudrick DATE: February 25, 2014 RE: Conditional Use Permit—CUP 15-01 APPLICANT: Verizon Wireless OWNER: City of Port Angeles LOCATION: 1303 West 8th Street REQUEST: Co locate a Telecommunications Facility on an existing light pole with ground equipment RECOMMENDATION: The Planning Division of the Community& Economic Development Department recommends approval of the proposed modification subject to the conditions found in Attachment A to this staff report. EXISTING CONDITIONS IN AREA: The site location is 1303 West 8`h Street,within Shane Park that is owned and operated by the City of Port Angeles. Few structures exist within the park, and all but the communications tower and associated ground equipment are related to the use of the site for parks and recreation purposes.Along with the subject tower,there are 8 other light poles for recreation field flood lighting within the park. The subject tower is located between two recreational fields within the park,just west of the children's play area, and is 20'-30'taller than the existing tree line. The tower is owned by T-mobile Tower West LLC and is leased by CCTMO LLC through a land lease from the City.The facility will provide additional enhanced telecommunication services for the area. DEPARTMENT COMMENTS: Reviewing City Departments did not express concern regarding the proposed modification. The applicant will be required to maintain a current lease with the City of Port Angeles for use of the area and obtain a building permit for placement of the new equipment on the support structure. Verizon �, —CUP 15-01 Fed ` 5� • Page,2 � 4: ,d 1':1.,a i...I — PUBLIC COMMENT: Public notice was placed in the Peninsula Daily News on January 26, 2015,the site was posted for land use action on January 22, 2015, with mailing to surrounding property owners on January 23, 2015. No written comments were received by the end of the public comment period that ended on February 9,2015. ANALYSIS: The Communications Act of 1934 as amended by the Telecommunication Act of 1996 ("the Act")grants the Federal Communications Commission(FCC) exclusive jurisdiction over the environmental effects of radio frequency (RF) emissions from telecommunications facilities and the regulation of radio signal interference among users of the RF spectrum. The regulation of wireless telecommunications towers and facilities within the City of Port Angeles does not prohibit any person from providing wireless telecommunications services,which would be a violation of the Act, but is intended to regulate the placement and modification of wireless telecommunications towers and facilities to protect the public welfare while encouraging competitive wireless telecommunication services. A conditional use permit is required for telecommunications facilities that are not otherwise exempt per Section 17.52.020 PAMC for any tower or antenna support structure. The exemptions listed in the aforementioned section include antennae that do not exceed 10 square feet in area. The proposed antenna panels will be 12 square feet in area. A Conditional Use Permit was issued in 2000 for development of the subject 95' concrete pole to replace a 75 wooden light pole within the park area. The operator has a current land lease from the City for the telecommunication use. The proposed activity will result in the placement of 3 new panel antennas, new Remote Radio Units (RRU) and new surge suppressor devices on the existing pole that contains other carrier equipment and flood lighting for night time recreation activities within the park. The area will be enclosed by a 20'x 20'chain link fence and will house a utility and equipment cabinet and a generator in support of the service. The existing carrier on the pole is at an antenna tip height of 94 feet 2 inches. The project will require minimal clearing and grading for installation of the chain link fence and support equipment. The proposed antenna would beat an elevation of 79 feet above ground at the antenna tip. The added antenna array will increase network capacity and data transmission speeds in the Port Angeles area. The new equipment will not result in a new tower but will allow collocation on the existing pole which is required by Section 17.52.085(B)(3)PAMC. ZONING AND COMPREHENSIVE PLAN LAND USE MAP: The City's Comprehensive Plan Land Use Map identifies the area as OS Open Space. Zoning for the area is PBP Public Buildings and Parks. Telecommunications facilities are conditional uses per Section 17.52 PAMC in all zones. Verizon Wireless—CUP 15-01 • • y February 25,2015 Page 3 STATE ENVIRONMENTAL POLICY ACT(SEPA) REVIEW: A Determination of NonSignificance was issued for this proposed action on February 13, 2015, per WAC 197-11-355,with the previous SEPA(4893) for CUP 00-02 adopted. This satisfies the City's responsibility under the State Environmental Policy Act(SEPA). Attachments: A-Conditions,Findings,and Conclusions B-Application C-Zoning Ordinance,Comprehensive Plan,and Other Municipal Code Verizon Wireless—CUP 15-01 • • February 25,2015 Page 4 ATTACHMENT"A" CONDITIONS, FINDINGS, AND CONCLUSIONS Conditions: 1. The applicant will retain a current lease from the City of Port Angeles for the activity and will notify the City of anticipated change to the approved use prior to modification of the equipment. Routine maintenance is approved that does not change the current approved status of the equipment. Equipment on the site will be of a neutral color. b 2. An elevation ce jficate is required for the c rrent placement of ne equipment per �1� Section 15.12 2401 AMC. A building permi will be required for fu re equipment maintenance that in olves change out of equip ent or additional equl ment placemV-V but unlessequipmen 's placed above the elevati n of the current equip ent, a newcertificate of elevation ill not be required. Findings: 1. Angela Raymond, of Cascadia PM, submitted a conditional use permit application to the City of Port Angeles for modification of an existing support facility for Verizon Wireless on January 15, 2015. The application was determined to be complete on January 21,2015. 2. Application materials indicate a proposal to install 3 new panel antennas to a height of 79 feet, new Remote Radio Units(RRU), and new surge protectors on top of a support structure that houses other emergency, communications, and lighting equipment. Support equipment will also be housed within a 20' x 20' green slatted private fenced area with a gravel base. The pole structure is owned by CCTMO LLC under a land lease from the City of Port Angeles. Collocation use has been provided for communication services at the site and a tower for many years. The proposed use is an upgrade to services provided on the site that include City emergency response and other telecommunication equipment. 3. A conditional use permit was approved(CUP 00-02) in 2000 to allow construction of the subject support structure. The land lease for the structure is current and allows for telecommunication use. 4. The City's Telecommunications facilities regulations are codified as Chapter 17.52 (Wireless Telecommunications Towers and Facilities)of the Port Angeles Municipal Code(PAMC). The development standards have been in place since 2001. 5. Section 17.52.015 PAMC states that the purpose for the Wireless Telecommunications Towers and Facilities regulations is: A. The general purpose of this ordinance is to regulate the placement, construction, and modification of wireless telecommunications towers and facilities in order to protect the health, safety,and welfare of the public, while at the same time encouraging the development of the competitive wireless telecommunications marketplace in the City. Verizon Wireless—CUP 15-01 • • February 25,2015 Page 5 B. The specific purposes oses of this ordinance are: p p 1. To allow the location of wireless telecommunication towers and facilities in the City; 2. To protect residential zones from potential adverse impact of towers and telecommunications facilities; 3. To minimize adverse visual impact of towers and telecommunications facilities through careful design, siting, landscaping, and innovative camouflaging techniques: 4. To promote and encourage shared use%o-location of towers and antenna support structures as a primary option rather than construction of additional single-use towers; 5. To promote and encourage utilization of technological designs that will either eliminate or reduce the need for erection of new tower structures to support antenna and telecommunications facilities; 6. To avoid potential damage to property caused by towers and telecommunications facilities by ensuring such structures are soundly and carefully designed, constructed, modified, maintained, and removed when no longer used or are determined to be structurally unsound;and 7. To ensure that towers and telecommunications facilities are compatible with surrounding land uses. 8. To overcome the potential adverse impacts that poorly or unregulated telecommunications facilities could have on the public health, safety and welfare. 6. Section 17.52.020 PAMC provides exemptions from permitting processes for certain activities and types of antenna use. Section 17.52.020(C)allows for an exemption for "Panel, wave, or other similar antennas ten square feet or less regardless of zone." The proposal is to place panel antenna that are 79 feet in height. 7. The site location is found in the City's PBP Public Building and Parks zone on property identified as being designated OS on the City's Comprehensive Plan Land Use Map. Section 17.52.020 PAMC indicates that Telecommunications uses may be permitted in any zone by conditional use permit. 8. Legal public notice was placed in the Peninsula Daily News on January 26, 2015, and the site was posted for land use action on January 22, 2015. No written comments were received by the end of the public comment period that ended on February 9, 2015. Conclusions: A. The proposed activity has been reviewed for compliance with the City's zoning, Comprehensive Plan regulations and has been found to be compliance with these land development regulations. B. As conditioned, the proposed activity will not result in alteration to the existing support structure nor result in construction below 79 feet, which is below the 120 foot maximum allowed height for the site. The activity is therefore in compliance with the City's Wireless Telecommunication Towers and Facilities Chapter 17.52. Verizon Wireless—CUP 15-01 • • February 25,2015 Page 6 C. The proposal will result in minimal land disturbance and will therefore not require a cultural review of the intended activity. D. The activity is not exempt from those activities listed in Section 17.52.020 PAMC, specifically Section 17.52.020(C) PANIC, and was therefore processed as a conditional use permit per Section 17.96.050 PANIC Verizon Wireless—CUP 15-01 . . February 25,2015 ' Page 7 ATTACHMENT C COMPREHENSIVE PLAN REVIEW: Designation The site is designated as OS Open Space on the City's Comprehensive Plan Land Use map. Policies The following policies appear to be the most relevant to the proposed project. Land Use Element Goal A,Policy No. 2- "All land use decisions and approvals made by the City Council and/or any of its appointed Commissions, Boards or Committees should be consistent with the Comprehensive Plan and its land use map." Utilities and Public Services Element Goal A,Policy No. 1 - "Public facilities should be equitably distributed across the City's planning areas. ZONING CODE REVIEW: Designation The Zoning Ordinance identifies the site as Public Buildings and Parks (PBP). The purpose and intent of the PBP zone is as follows: PBP Zone- This is a zoning designation for publicly-owned property, or property less suitable for development by reason of its topography, geology, or some unusual condition or situation. Much of the land so designated may best be left as "green belts". Except for low density private residential uses,permitted uses are mostly public utilities and large civic facilities. This zone provides the basic urban land use pattern for public facilities, open space, and environmentally sensitive areas where public interests are directly involved and with allowances for very low densityprivate residential use, subject to environmental impact mitigation. r @ 11 File l�' APPLICANVOWNERINFO TIONJAPE 1 5 2015 INFORMATION: �(r Applicant:Verizon Wireless Applicant Address:5501 NE 109th Court, # c ,l 2 Daytime phone 9: 509.998.9015 E-mail:angela.raymond@eascadipm.com Applicant's representative (if other than applicant):Cascadia PM Contact Address:5501 NE 109th Court, #A-2, Vancouver, WA 98662 Daytime phone#:509.998.9015 E-mail:angela.raymond@cascad'!Po"m.com Property owner(if other than applicant):City of Port Angeles ' Address: Port Angeles, WA 98362 Contact phone#: PROPERTY INFORMATION: Street address: 1303 West 8th Street Zoning:Public Buildings and Parks Legal description:See attached title report Property dimensions 676 X 678 Property area(total square feet):458,328 Physical characteristics(i.e., flat,sloped, vacant,developed,etc.): Public park that is flat and heavily treed on the east side. PROPOSED USE: Please describe the proposed conditional use:Verizon proposes to install antennas on an existing light pole along with ground equipment within a 20' X 20' leased area. Number of employees: None Hours of operation:None Number of on-site parking spaces:Existing parking lot to the north of the light pole. Total square foot of floor area for the prop al:400 oda Site coverage:8% SIGNATURES: Applicant: _ Date: Zho�S I certify that all of the above statements are ie and complete to the best of my knowledge and acknowledge that wilful tsrepre2en, tion of fo nation will terminate this permit application. Applicant Signature: Date: I I U/a S (If the applicant is NOT the property owner, the property owner must sign this application or provide a separate note that he/she islare aware ofjjtth�he,,;;applicadon). Owner's Signature(if other than applicant): � >� 6VA AA Date: t ��S CASCADIA` PM Precision ProgramManagemen August 4, 2014 LETTER OF AUTHORIZATION The undersigned (the"Owner")represents that it is the owner of the properly corrunonly known as 1303 West 3'b Street,Port Angeles.WA(the"Property").Owner hereby consents and agrees that Celleo Partnership d/b/a Verizon Wireless("Verizon"), may make and (tie applications on the Owner's behalf to such local,state and federal govenunental entities whose approval Verizon may consider necessary or advisable to have the Properly approved as a tower or antenna site,including,but not limited to, govenunenial approvals for zoning permits, zoning variances,rezoning applications,building permits and wetland permits. Owner hereby agrees that an executed copy of this Authorization is as effective as the original. However, if requested by Verizon,Owner agrees.to execute such other and further documents as may be required by the governmental entity having jurisdiction to evidence Owner's consent to the action,which is proposed to be taken. OVATrER PRINT NAME: -Da-A A c'V e.g-�% TITLE: SIGNATURE: DATE: I 1511.•:..i:.Ste,'2o.r::.Vc i I >•ncc A-24:1 5::11 t1• i,. ;u.•:•r.l )3} 5 4!:A t+.7;11!, +50:i,S 7!Yi •t?_ I;�d t ^ ` " C . `' � ,` - f,`��• ' i +. F'HOTOX vei'r. onwireless ; LL. LOCATION � O -j APPROX. PROPOSED L a u r l d S e n W ANTENNA �, LOCATIONS Looking Northeast r'WQ w p;!/'gyp ��. ., of t' (N)VFRiZON WIRELESS PANEL ANTENNAS (TYP OF i PER SECTOR,TOTAL OF 3) 1 LUSH-MOUNTCp TO(E)MONOPOILE PAINT TO MATCH E.VSTI%,3 fAOVOPOLE ; (Ns VLRi20N WIRLLESS Rfi S AND SURGE SUPPRFSSb? (E)FLOOD..GHTS (E)Cc'-i`AGL TALL MONOPOLE oil .wr r.lc.p I c " VISL;ALIWPACTS WILL 3E AFFECTED 3Y LOCAT,ONAND VK-L•11-tTYOFOBSERVER THISCDCUMENT16 FOR P-ANN NG AND INFORMATION PURPOSES ON;Y A".D i-.r:ONCEPTUAL THIS IS Sr1LELY THE PHO. -,. TOGRAPYER'S INTERPRETATION OF THE PROPOSED OEVELCPMENT Existing Proposed Prepared by CA-SCADIA PNP Precision Program Management rl APPROX. � �€t fir^ +� PHOTO VW170nwireless ; ' .G }; LOCATION �A, APPROX. Lauridsen J;" PROPOSED _ W ANTENNA 4 d LOCATIONS Looking Southwest �,. (N)VERIZON WIRELESS PANEL ANTENNAS -�--�-- (TYP OF 1 PER SECTOR TOTAL OF 8) FLUSH-MOUNTED TO(I-)MONOPOLE; I.•. v•. PAI14T TO MATCH EXISTING MONOPOLE ] (N)VERIZON WIRELESS RRUS --f AND SURGE SUPPRESSOR r '�r � (f.)FLOOD LIGHTS (E)W-2`AGL TALL MONOPOLE Y A NOTE: VISUAL WACTS WILL BE AFFECTED BY LOCATION AND VISIBILITY OF OBSERVER THIS DOCUMENT IS FOR PLANNING AND INFORMATION PURPOSES ONLY AND IS CONCEPTUAL THIS IS SOLELY THE PHO• TOGRAPHER•S INTERPRETATION OF THE PROPOSED DEVELOPMENT Existing Proposed cam. ^^ ��II Prepared by CASCcj,iQL�n P1vD Management t L CITY OF PORT ANGELES AFFIDAVIT OF POSTING RE: CUP 15-01 Minor Amendment I, JIM LIERLY, state that on the 1 st day of December 2015, I posted said notice, a true copy of which is hereto attached and made part hereof, on the property proposed for a land use action pursuant to Section 17. .140 of the Port Angeles Municipal Code , ' F ANT Subscribed to me:this day of Ncftbec 2015. ,o •a�2��1°"� �® OTAR PUBLIC for the State of Washington, residing in Port Angeles Cb T/forms/affidavitpostingi im CITY OF PORT ANGELES AFFIDAVIT OF POSTING RE: CUP 15-01 Minor Amendment I, Sarina Carrizosa , state that on the 1 st day of December 2015, I posted said notice, a true copy of which is hereto attached and made part hereof, on the property proposed for a land use action pursuant to Section 17.96.140 of the Port Angeles Municipal Code ��a A 1'60,2 ) 01AA11 A/%AM AFFIA T Subscribed to me this �- day of 1002Mbp r 2015. ,o�e000eo�Vne� ®o e�' ®F� ��®®® �''t�`,��gS1°h ' N e NOTARY PUBLIC for the State of ��oor�; �� m o Washington, residing in Port Angeles Sol offset$ tit T/forms/affidavitpostingj im CITY OF PORT ANGELES NOTICE OF MINOR AMENDMENT TO PERMITTED DEVELOPMENT NOTICE IS HEREBY GIVEN that on November 3, 2015 the CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT received an request for a minor amendment to Conditional Use Permit— CUP 15-01 to add a temporary microwave antenna to the proposed wireless facilities already approved February 25, 2015. The request was determined to be complete and eligible as a minor amendment on November 30, 2015. Interested parties are encouraged to comment on the proposal. Written comment must be submitted no later than December 15, 2015, to be included in the staff report on this matter. Information may be reviewed at the City Department of Community & Economic Development, City Hall, P.O. Box 1150, 321 East Fifth Street, Port Angeles. City Hall is accessible to persons with disabilities. Interested parties are invited to attend the meeting. APPLICANT: Verizon Wireless LOCATION: 1303 West 8" Street For further information contact: Ben Braudrick(360) 417-4804 PUB: N/A POST: 12/01/2015 MAIL: 12/01/2015 0 • C E N T E R L I N E 733 7th Ave., Suite 209 SO L L, U T � O N 5 Kirkland, 98033 lIV P: 425-8-8 28-1008 November 3,2015 City of Port Angeles Community&Economic Development 321 East 5th Street Port Angeles,WA 98362 RE: WA1 Lauridsen Microwave Antenna Add 1303 West 8TH Street Dear Planner, Verizon Wireless is proposing to add a temporary microwave antenna on an existing monopole located at 1303 West 8TH Street. Verizon was previously approved with application,CUP 15-01,to collocate on the existing monopole. The proposed microwave antenna will not require any ground disturbance. _ Verizon Wireless respectfully request review of the modification to application CUP 15-01 and approval of the proposed temporary microwave antenna. Enclosed for the review of the modification: • Construction Drawings • Application check in the amount of$100 Angela Raymond Site Acquisition Specialist *CENTERLINE SOLUTIONS Company p Y 5501 NE 1091h Court, Suite #A-2,Vancouver, WA 98662 Mobile: 509.998.9015 Web:www.centerlinesolutions.com J LAURIDSEN MW verizom' 1303 WEST 8TH STREET PORT ANGELES, WA 98362 4'C E N T E R L I WE verizon% CROWN CASTLE USA #: 826489 Ad✓ancvig Wanless Neftti*s CONSTRUCTION DRAWINGS ��YCETOR PROJECT SUMMARY SITE INFORMATION PROJECT CONTACTS DRAWING INDEX 1. PROPOSED MODIFICATION OF AN EXISTING TELECOMMUNICATIONS SITE NAME: LAURIDSEN MW APPLICANT SHEET DESCRIPTION S TE ADDRESS: 1303 WEST 8TH STREET VERIZON WIRELESS FACILITY. PORT ANGELES,WA 98362 3245 158TH AVE MS 231 T1.0 TITLE SHEET 2. PROPOSED MODIFICATION OF AN EXISTING TELECOMMUNICATIONS BELLEVUE,WA 98008 A1.0 OVERALL SITE PLAN 12369)3"N(48. FACILITY. THIS IS A TOWER MODIFICATION ONLY AND THERE WILL BE LATITUDE: 48°07'25. PROPERTY OWNER A2.0 ENLARGED SITE PLAN NO GROUND DISTURBANCE ASSOCIATED WITH THIS PROJECT. LONGITUDE: 123°27'4 W(-123.46292) CITY OF PORT ANGELES SOURCE: 1A CERTIFICATION A3.0 ELEVATIONS&DETAILS 321 E.5TH ST. 3. INSTALL ONE(1)PROPOSED TEMPORARY MICROWAVE ANTENNA ON PUBLIC PORT ANGELES,WA 98362 EXISTING MONOPOLE. PARCEL NUMBER: 015350 ZONING CLASSIFICATION: PUBLIC BUILDINGS 8 PARKS 360-457-0411 4. NO ELECTRICAL WORK REQUIRED. JURISDICTION: CITY OF PORT ANGELES TOWER OWNER A�T. AL TOP OF(E)LIGHT POLE: 94.2'AGL CROWN CASTLE USA v O 1505 WESTLAKE AVE NORTH,SUITE 800 OCCUPANCY GROUP: U SEATTLE,WA 98109 CONSTRUCTION TYPE: II-B N r PRINCIPAL ENGINEER,NETWORK CONSTRUCTION G� (E)GROUND EQUIPMENT LEASE AREA: 400 SF VERIZON WIRELESS % 3245 158TH AVE.SE CL GOVERNING CODES PROJECT VICINITY MAP MS 231 L i BWA 1725 GOVERNING CODES CONTACT: BRYANNADAMS,PMP 0 l7 PH:425.603.2728 AL G IBC-2012,INTERNATIONAL BUILDING CODE WI LOCAL CELL:206.715.6499 s` AMENDMENTS bryan.adamsoverizonwireless.com QIONAL��10-29-1 NEC-2008,NATIONAL ELECTRICAL CODE ZONING AND PERMITTING CONSULTANT CENTERLINE SOLUTIONS FCP PROJECT NO.: VER-15-0067-3 A.D.A.COMPLIANCE 6623 NE 78TH COURT,SUITE B INSTALLATION IS UNMANNED AND NOT FOR HUMAN PORTLAND,OR 97218 PRELIMINARY ANGELA RAYMOND HABITATION.HANDICAP ACCESS IS NOT REQUIRED PER A.D.A. NO. DATE D/C DESCRIPTION PH:509.998.9015 0 10-19-15 RH/MS 90%CD REVIEW PROJECT SITE_AC_QUISITION CONSULTANT LOCATION CENTERLINE SOLUTIONS 3322 SOUTH BAY UTILITY COMPANIES OLYMPIA,WA9 506 AD NE SUBMITTAL 16.4S° AMBER PIKE-TRIMBLE POWER: TBD N PHONE:360.637.4343 NO 10-28-15 JC/GS BP SUBMITTAL TELCO/FIBER: TBD TN MN ENGINEER OF RECORD VECTOR STRUCTURAL ENGINEERS W E 9138 S STATE STREET,SUITE 101 SANDY,UT 84070 ROGER T.ALWORTH,S.E. SITE NAME: S PH:801.990.1775 LAURIDSEN MW DRIVING DIRECTIONS CROWN CASTLE USA#:826489 FROM SEATAC INTERNATIONAL AIRPORT: SITE ADDRESS: SIGN OFF OF FINAL CONSTRUCTION DRAWINGS WEST 8TH STREET 1. DEPART TOWARD WA-99 S/INTERNATIONAL BLVD(0.5 MI) is POORTRT ANGELES,WA 98362 REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH 2. TURN RIGHT ONTO WA-99 S/INTERNATIONAL BLVD(1.2 MI) REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED 3. TURN LEFT ONTO S 200TH ST76 ON THE CORNER(0.4 MI) CONSULTANT SIGNATURE DATE 4. TAKE RAMP RIGHT FOR 1-5 S(18.5 MI) 5. AT EXIT 132B,TAKE RAMP RIGHT TOWARD GIG HARBOR/BREMERTON(0.6SITE SHEET TITLE PERMITTING CON Ml) Know what's below. TITLE PERMITTING CONSULTANT 6. KEEP STRAIGHT ONTO WA-16 W(26.8 MI) 7. ROAD NAME CHANGES TO WA-3 N(25.3 MI) Call before you dig. RF ENGINEER: 8. TURN LEFT ONTO WA-104(15.4 MI) SHEET CONST.MNGR. 9. KEEP RIGHT TO STAY ON WA-104 W(0.3 MI) 10. BEAR RIGHT ONTO US-101(34.7 MI) THE INFORMATION CONTAINED IN THIS SET OPS MNGR. 11. KEEP RIGHT ONTO US-101 W/E FRONT ST(1.6 MI) OF DOCUMENTS IS PROPRIETARY BY PROJECT MNGR. 12. TURN LEFT ONTO US-101/N LINCOLN ST(0.6 MI) NATURE.ANY USE OR DISCLOSURE OTHER SHEET NO. 13. TURN RIGHT ONTO E 8TH STARCO/AMPM ON THE CORNER(517 FT) THAN THAT WHICH RELATES TO VERIZON REGULATORY REV. WIRELESS SERVICES IS STRICTLY DEV.MNGR. .O 14. ROAD NAME CHANGES TOW 8TH ST(1.3 MI) PROHIBITED. ESTIMATED TIME: 2 HOUR AND 26 MINUTES ESTIMATED DISTANCE: 127.4 MILES DRAWING LEGEND SUBJECT PROPERTY LINE verizon \ / < \ i \ \\ ADJACENT PROPERTY LINE \ \ \ ADJACENT ZONING COAX COAX ROUTE RSI 1-RESIDENTIAL / \ HYBRID HYBRID CABLE ROUTE ADJACENT ZONING �4� / �-(E)TREE(TYP) / ` SINGLE FAMILY �� RS 11-RESIDENTIAL y / / gQ EXISTING FENCE \ SINGLE FAMILY \ k �'�C E N T E R L I N E Advancing Wireless NenwnFs ELEVATION MARKER 50 wF DETAIL REFERENCE FFj / (E)ADJACENT \ e �YECTO R n • i n e c w e \ �4PROPERTY LINE(TYP) ` PROPERTY LINE B(TYP) \ \ SECTION MARKER �\ ADJACENT ZONING \ RSI,-RESIDENTIAL SINGLE FAMILY \ \ \ (E)BALL FIELD tis / (E)BUILDING r (E)PLAYGROUND \- / (E)94'-2"TALL LIGHT oL T. ALlpO POLE WAEK NG PATH W (E)BASKETBALL COURT \ \ 41725 R 0R�, NAL G �/— / A 10-29.1 y \ / I CP PROJECT NO.: VER-15-0067-3 PRELIMINARY \ APPROX.LOCATION OF 0�9�' 0/ \ \ p DATE DIC DESCRIPTION UG POWER ROUTE-±178' (E)6'-0'TALL CHAINLINK FENCE / \ 0 10-19-151 H/MS 90%CD REVIEW WITH BARBED WIRE AND SIGHT OBSCURING SLATS SUBMITTAL \ ,) VERIZON WIRELESS PROJECT AREA \\ \ NO DATE DIC DESCRIPTION 0 10-28-15 1 JC/GS I BP SUBMITTAL ®E SHEET A-2.0 .10ADJ` ENT ZONING TENNIS COURTS TAX ID NO:063000015350 / RSIICRESIDENTIAL \ ` AREA:17.9 ACRES / i SINGLE FAMILY SITE NAME: INGRESS/EGRESS FROM / WEST 8TH ST LAURIDSEN MW \ � ADJACENT ZONING '_y, / \ � � \ \ RS11-RESIDENTIAL / CROWN CASTLE USA#:826489 / SINGLE FAMILY ` (E)APPROXIMATE LINE / i \ OF TREE CANOPY(TYP) ` A 13o I WEA TE ADDRESS: \ ��. \ / \ PORT ANGELES,WA 98382 44Z.J SHEET TITLE co Z ti i T \ ��~ FASDJACENT ZONING STlkl- RFFr \ \ N.45° OVERALL \ \ SITE PLAN / 1-RESIDENTIALTN MNGLE FAMILY `? \ SHEET NO. 1 OVERALL SITE PLAN SCALE:1"=,20'-0"(,1X17) 0' 60' 120' 240' A1 .0 SCALE:1"=60'-0"(22X34) 1 rG verizon� pS TO VERIFY PAINTING REQUIREMENTS WITH (3)(E)VERIZON WIRELESS PANEL DICTION PRIOR TO ORDERING SUPPORT ANTENNAS WITH ANCILLARY EQUIPMENT TURES,ATTACHMENTS,ANTENNAS,AND OTHER MOUNTED TO(E)94'-2"LIGHT POLE TENANCES. +N ACTOR TO VERIFY(N)SECTORS&AZIMUTHS WITH (N)VERIZON WIRELESS GINEER PRIOR TO INSTALLATION. TEMPORARY MICROWAVE ANTENNA 4'CENTERL IN E (SECTOR PATH:LAKE ALDWELL) TO MATERIALS PROCUREMENT CONTRACTOR AdvwncuWWtre&e IV&woiksTAX ID NO:063000015350 FIELD VERIFY CONDITION OF STRUCTURE AT AREA:17.9 ACRES SED MOUNTING LOCATION TO ENSURE EXISTING ITIONS ARE SUITABLE AT SPECIFIED ELEVATION. LECTOR � (E)UNDERGROUND HYBRID CABLE e n • i n e e R s \ RUNNING TO(E)LIGHT POLE (E)6'-0"TALL CHAINLINK FENCE e% / (E)FIBER VAULT;FIBER (E)ASPHALT / SOURCE WALKING PATH APPROX.LOCATION OF UG FIBER ROUTE TO(N)UTILITY H-FRAME OL (E)LINE OF TREE CANOPY / y� / '9 T. ALR' / O BE REMOVED � 04 Cl (E)12'-0"WIDE DOUBLE x SWING ACCESS GATE ' 0 41L25 2 � + SfONALQ 41 �� / / (E)OTHER CARRIERI CP PROJECT NO.: VER-15-0067-3 p is / \ EQUIP.COMPOUND J, PRELIMINARY / ` ' NO DATE DIC DESCRIPTION { I 0 10-19-15 RH/MS 90%CD REVIEW (E)VERIZON WIRELESS 30KW DIESEL GENERATOR MOUNTED TO 5'-0"X Y-O"CONCRETE PAD SUBMITTAL / (E)VERIZON WIRELESS % ~ O. DATE DC DESCRIPTION / EQUIPMENT CABINETS MOUNTED / / `— 0 10.28-15 JT— BP SUBMITTAL TO T-9"X 19'-0"CONCRETE PAD i \ (E)VERIZON WIRELESS H-FRAME WITH r 4 METER BASE AND UTILITY CABINETS I SITE NAME: / / , ✓ � /_ �/ LA E 20'-0"X20'-0"CHAIN-LINK FENCED CROWN CASTLE 826489 MW ' O LEASE AREA WITH BARBED WIRE AND ' GREEN PRIVACY SLATS SITE ADDRESS: 1303 WEST 8TH STREET J �\ PORT ANGELES,WA 8362 I (E)GRAVEL COMPOUND SHEET TITLE p 16.45' ENLARGED (E)ASPHALTP �P SBO• N SITE PLAN WALKING PATH --P-�— TN MN P P P-� SHEET NO. P— S ENLARGED SITE PLAN A2.0 166' --P—� P SCALE:1/8"=V-0"(11X17) 0' 4' 8' 16' 1 SCALE:114"=1'-0"(22X34) NOTE: 1. TOWER STRUCTURAL ANALYSIS TO BE E OTHER CARRIER ANTENNAS TIP HEIGHT PERFORMED BY OTHERS.VERIZON WIRELESS verizon� 94'-2"AGL INSTALLATION SHALL NOT START UNTIL ENGINEER RECEIVES COPY OF APPROVED TEMP.MICROWAVE ANTENNA SPECS. STRUCTURAL ANALYSIS OR ASSESSMENT. — MANUFACTURER: RADIOWAVES E TOP OF LIGHT POLE 2. PM/GC TO VERIFY PAINTING REQUIREMENTS PART NUMBER: SP2-5.2 94'-2"AGL WITH JURISDICTION PRIOR TO ORDERING / -' (N)ANTENNA DIAMETER: 24" SUPPORT STRUCTURES,ATTACHMENTS, MOUNTING PIPE DEPTH: N/A ANTENNAS,AND OTHER APPURTENANCES. w,." (N)FIBEAIR IP-10C RAD CENTER: 80.00'AGL C E N T E R L IN E AZIMUTH: 245.41° RADIO MOUNTING Advarxing Wheless Nenvoiks (E)OTHER CARRIER PANEL SUPPLIED BY PATH: LAKE ALDWELL ANTENNAS(TYP) MANUFACTURER (E)BOTTOM OF OTHER CARRIER RRUS �� (E)OTHER CARRIER WEIGHT W/O BRACKETS: 22 LBS 82'-9"AGL RRU ARRAYS DIAMETER (N)ANTENNA NOTE: (N) ),VECTOR VERIZ (E)VERIZON WIRELESS PANEL ANTENNAS MOUNTING SUPPLIED VERIFY ODU MFG.AND MODEL 81'-0 AGON WIRELESS MW ANTENNA RAD CENTER L (TYP OF 1 PER SECTOR,TOTAL OF 3) BY MANUFACTURER WITH RF ENGINEER PRIOR TO e n • i n e e w • (E)VERIZON WIRELESS ANTENNA TIP HEIGHT FLUSH-MOUNTED TO(E)LIGHT POLE MATERIAL PROCUREMENT. x 80'-0"A d w (6)(E)VERIZON WIRELESS RRU'S AND(1) (N)VERIZON WIRELESS MICROWAVE ANTENNA&RADIO MOUNTED (E)SURGE SUPPRESSOR,FLUSH-MOUNTED TO(E)LIGHT POLE W/(N)COLLAR MOUNT;SEE DETAILS THIS SHEET BELOW ANTENNAS TO(E)LIGHT POLE OFFSET 9 TOP OF FLOOD LIGHTSTOP OF FLOOD LIGHTS Y 69'-9"AGL 2 MICROWAVE SPECS SCALE:NTS(11X,7) (E)FLOOD LIGHTS NTS(22X34) ^�T AL4,0' SITEPR01 OR APPROVED V EQUIVALENT UNIVERSAL RING MOUNT;PART#LWRM N l'O CL w SITEPR01 OR APPROVED41725 EQUIVALENT FLUSH MOUNT AL (E)95'-0"LIGHT POLE ADAPTER;PART#FMAI E�G ONAL 10-29-1 (E)LINE OF TREE CANOPY;TREES (N)ANTENNA TO BE REMOVED AS REQUIRED MOUNTING PIPE CP PROJECT NO.: VER-15-0067-3 PRELIMINARY NO DATE I D/ I DESCRIPTION 0 10-19-15 RH/MS 90%CD REVIEW SCALE:NTS(11X17) SUBMITTAL 3 DUAL RING MOUNT DETAIL SCALE:NTS(22X34) "0 10-28-E5 1 JC/GS BP SUBMITTAL (E)UTILITY H-FRAME; METER BASE W/ IF APPLICABLE:(N)INBOARD AND DISCONNECT,ILC,FIBER OUTBOARD SUPPORT STRUTS PER SITE NAME: CABINET&SAFETY BOX STRUCTURAL ANALYSIS AS REQUIRED (E)20'-0"X 20'-0"X 6'-0"TALL -SEE MFR SPECIFICATIONS FOR MORE LAU RI DS EN MW CHAINLINK FENCE WITH BARBED PRODUCT/INSTALLATION CROWN CASTLE USA M 826489 WIRE AND DARK GREEN VINYL INFORMATION SIGHT OBSCURING SLATS DEPTH LENGTH SITE ADDRESS: (E)VERIZON WIRELESS (E)VERIZON WIRELESS � / 1303 WEST 6TH STREET EQUIPMENT CABINETS 30KW DIESEL GENERATOR / \ PORT ANGELES,WA 98362 MOUNTED TO 5'-0"X 9'-0" MOUNTED TO T-9"X 19'4" t / CONCRETE PAD CONCRETE PAD PORT FOR DATA / I AND DC POWER (N)ODU(VERIFY) SHEET TITLE =- MAINTENANCE ELEVATIONS PORT PORT FOR DC DATA AND C / (N)PIPE MOUNT \ POWER / \ POWER CABLES E GRADE 160.9'AMSL � � 0'-0"AGL SHEET NO. (E)OTHER CARRIER EQUIP. COMPOUND SCALE:3/32"=1'-0"(11X17) 0' 10' 20' SCALE:NTS(11X17) A3.0 1 NORTH ELEVATIONSCALE:3/16"=,'-0"(22X34) 4 MICROWAVE MOUNT DETAIL SCALE:NTS(22X34) LAURIDSEN MW Verizon 1303 WEST 8TH STREET PORT ANGELES, WA 98362 4'C E N T E R L I N E verizonN/ CROWN CASTLE USA #: 826489 Adrd ng Wve1e &-(.o CONSTRUCTION DRAWINGSECTOR PROJECT SUMMARY SITE INFORMATION PROJECT CONTACTS DRAWING INDEX 1. PROPOSED MODIFICATION OF AN EXISTING TELECOMMUNICATIONS SITE NAME: LAURIDSEN MW APPLICANT SHEET DESCRIPTION FACILITY. SITE ADDRESS: 1303 WEST 8TH STREET VERIZON WIRELESS T1.0 TITLE SHEET PORT ANGELES,WA 98362 3245 158TH AVE MS 231 2. PROPOSED MODIFICATION OF AN EXISTING TELECOMMUNICATIONSLATITUDE: 48°07'25.3"N(48.12369) BELLEVUE,WA 98008 A1.0 OVERALL SITE PLAN FACILITY. THIS IS A TOWER MODIFICATION ONLY AND THERE WILL BE PROPERTY OWNER A2.0 ENLARGED SITE PLAN NO GROUND DISTURBANCE ASSOCIATED WITH THIS PROJECT. LONGITUDE: 123°27'46.5"W(-123.46292) SOURCE: 1A CERTIFICATION CITY OF PORT ANGELES A3.0 ELEVATIONS&DETAILS 321 E.5TH ST. 3. INSTALL ONE(1)PROPOSED TEMPORARY MICROWAVE ANTENNA ON PORT ANGELES,WA 98362 EXISTING MONOPOLE. PARCEL NUMBER: 063000015350 360 457-0411 ZONING CLASSIFICATION: PUBLIC BUILDINGS&PARKS 4. NO ELECTRICAL WORK REQUIRED. JURISDICTION: CITY OF PORT ANGELES TOWER OWNER T. AL4, TOP OF(E)LIGHT POLE: 94.2'AGL CROWN CASTLE USA �-AA O 1505 WESTLAKE AVE NORTH,SUITE 800 OCCUPANCY GROUP: U SEATTLE,WA 98109 N CONSTRUCTION TYPE: 11-13 �O PRINCIPAL ENGINEER,NETWORK CONSTRUCTION t- (E)GROUND EQUIPMENT LEASE AREA: 400 SF VERIZON WIRELESSx - 3245 158TH AVE.SE GOVERNING CODES PROJECT VICINITY MAP MS 231 w BELLEVUE,WA8 125 GOVERNING CODES CONTACT:BRYANRYAN ADAMS,PMP G 0 Q PH:425.603.2728 AL G IBC-2012,INTERNATIONAL BUILDING CODE W/LOCAL CELL:206.715.6499 `r'SIONAL�� AMENDMENTS bryan.adamsOverizonvdreless.com 10-29-1 NEC-2008,NATIONAL ELECTRICAL CODE ZONING AND PERMITTING CONSULTANT CENTERLINE SOLUTIONS I CP PROJECT NO.: VER-15-0067- A.D.A.COMPLIANCE 3 6623 NE 78TH COURT,SUITE B PORTLAND,OR 97218 PRELIMINARY INSTALLATION IS UNMANNED AND NOT FOR HUMAN ANGELA RAYMOND NO. DATE D/C DESCRIPTION HABITATION.HANDICAP ACCESS IS NOT REQUIRED PER A.D.A. PH:509,998.9015 0 10-19-15 RH/MS 90%CD REVIEW PROJECT SITE ACQUISITION CONSULTANT LOCATION CENTERLINE SOLUTIONS UTILITY COMPANIES OLYM IA,WA 98OUTH 506 AD NE SUBMITTAL 16J AMBER PIKE-TRIMBLE NO. DATE DIC DESCRIPTION POWER: TBD N PHONE:360.637.4343 0 10-28-15 JC/GS BP SUBMITTAL TELCO/FIBER: TBD TN MN ENGINEER OF RECORD VECTOR STRUCTURAL ENGINEERS W E 9138 S STATE STREET,SUITE 101 SANDY,UT 84070 ROGER T.ALWORTH,S.E. SITE NAME: S PH:801.990.1775 LAURIDSEN MW DRIVING DIRECTIONS CROWN CASTLE USA t.826489 FROM SEATAC INTERNATIONAL AIRPORT: SITE ADDRESS: SIGN OFF OF FINAL CONSTRUCTION DRAWINGS WEST 8TH STREET 1. DEPART TOWARD WA-99 S/INTERNATIONAL BLVD(0.5 MI) ® PORT ORT ANGELES,WA 98362 REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH 2. TURN RIGHT ONTO WA-99 S/INTERNATIONAL BLVD(1.2 MI) REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED 3. TURN LEFT ONTO S 200TH ST76 ON THE CORNER(0.4 MI) CONSULTANT SIGNATURE DATE 4. TAKE RAMP RIGHT FOR 1-5 S(18.5 MI) 5. AT EXIT 1328,TAKE RAMP RIGHT TOWARD GIG HARBOR/BREMERTON(0.6 SHEET TITLE SITE ACQUISITION MI) Know what's below. PERMITTING CONSULTANT 6. KEEP STRAIGHT ONTO WA-16 W(26.8 MI) TITLE 7. ROAD NAME CHANGES TO WA-3 N(25.3 MI) Call before you dig. RF ENGINEER: 8. TURN LEFT ONTO WA-104(15.4 MI) SHEET CONST.MNGR. 9. KEEP RIGHT TO STAY ON WA-104 W(0.3 MI) 10. BEAR RIGHT ONTO US-101(34.7 MI) THE INFORMATION CONTAINED IN THIS SET OPS MNGR. 11. KEEP RIGHT ONTO US-101 W/E FRONT ST(1.6 MI) OF DOCUMENTS IS PROPRIETARY BY PROJECT MNGR. 12. TURN LEFT ONTO US-101/N LINCOLN ST(0.6 MI) NATURE.ANY USE OR DISCLOSURE OTHER SHEET NO. REGULATORY REV. 13. TURN RIGHT ONTO E 8TH STARCO/AMPM ON THE CORNER(517 FT) THAN THAT WHICH RELATES TO VERIZON WIRELESS SERVICES IS STRICTLY ,O 14. ROAD NAME CHANGES TOW 8TH ST(1.3 MI) PROHIBITED. DEV.MNGR. ESTIMATED TIME: 2 HOUR AND 26 MINUTES ESTIMATED DISTANCE: 127.4 MILES I ,/ / \ . / DRAWING LEGEND m SUBJECT PROPERTY LINE \ / ADJACENT PROPERTY LINE verizon� \ ADJACENT ZONING ---- COAX-- ------ COAX ROUTE RS11-RESIDENTIAL , ,� / / � HYBRID HYBRID CABLE ROUTE ` ADJACENT ZONING �� / �—(E)TREE(TYP) / ` SINGLE FAMILY A" / / ✓ -- - ,-- -- x---- EXISTING FENCE �\ RS11-RESIDENTIAL / \ \ 4,C E N T E R L IN E SINGLE FAMILY ` �Q \ X AdvancuVWmk( N~,ks / yd, // \ / 5`, ELEVATION MARKER / yS \ DETAIL REFERENCE *ECTO(E)ADJACENT . n • i nee w s PROPERTY LINE(TYP)(E)SUBJECT x \ \ x PROPERTY LINE(TYP) SECTION MARKER ADJACENT ZONING \ / / y RS11-RESIDENTIAL \ SINGLE FAMILY (E)BALL FIELD `r \ � lsTti \ / (E)BUILDING / O \/ r (E)PLAYGROUND I � T. ALW y (E)94'-2"TALL LIGHT \ t0 Q� r- / POLE 04 WALK NG PATH ' ' (E)BASKETBALL COURT \ / Lu 41725 p ONAL \ A P / V 10-29-1 I CP PROJECT NO.: VER-15-00673 PRELIMINARY t APPROX.LOCATION OF G�55 / NO. DATE D!C DESCRIPTION UG POWER ROUTE-1178' Pp / \ 0 10-19-15 RH/MS 90%CD REVIEW (E)6'-0"TALL CHAINLINK FENCE , \ \ L WITH BARBED WIRE AND SIGHT \ / / 7"s70 OBSCURING SLATS SUBMITTAL VERIZON WIRELESS PROJECT AREA g� \ ` NO.1 DATE I D/C DESCRIPTION / \ \ SEE SHEET A-2.0 yO,~ \ \ 0 10-28-15 JC/GS BP SUBMITTAL TENNIS COURTS / TAX ID NO: 015350 ADJACENT ZONING / \ AREA:17.97.9 ACRES / SINGLE FAMILY TIAL SITE NAME: INGRESS/EGRESS FROM WEST 8TH ST LAURIDSEN MW � / � ` ADJACENT ZONINGvy / CROWN CASTLE USA#:826489 RSI 1-RESIDENTIAL \\ (E)APPROXIMATE LINE / SINGLE FAMILY OF TREE CANOPY(TYP) SS �� SITE ADDRESS: V 77'�\ WEST 6TH STREET 6j � � � PORTORT ANGELES,WA 98362 ` 1 S / \ \ y,�Qp / !y � 2r; / tyFSp \ SHEET TITLE / 16.45' OVERALL ADJACENT ZONING FFTV '� / \ \ N SITE PLAN RS11-RESIDENTIAL / �� \ TN MN \ ` � SINGLE FAMILY W E SHEET NO. �S A 1 OVERALL SITE PLAN SCALE:1"=120'-O"(11X17) 0' 60' 120' 240' ' `l 1 •O SCALE:1"=60'-0"(22X34) NOTES: . verizon� P� 1. PM/GC TO VERIFY PAINTING REQUIREMENTS WITH (3)(E)VERIZON WIRELESS PANEL JURISDICTION PRIOR TO ORDERING SUPPORT ANTENNAS WITH ANCILLARY EQUIPMENT STRUCTURES,ATTACHMENTS,ANTENNAS,AND OTHER MOUNTED TO(E)94'-2"LIGHT POLE APPURTENANCES. (N)VERIZON WIRELESS 2. CONTRACTOR TO VERIFY(N)SECTORS&AZIMUTHS WITH 2� RF ENGINEER PRIOR TO INSTALLATION. TEMPORARY MICROWAVE ANTENNA 4,C E N T E R L I N E A-3.0 (SECTOR PATH:LAKE ALDWELL) 3. PRIOR TO MATERIALS IN CONTRACTOR Advaxrng Winless Netwo ks TAX ID NO:063000015350 SHALL FIELD VERIFY CONDITION OF STRUCTURE AT AREA:17.9 ACRES PROPOSED MOUNTING LOCATION TO ENSURE EXISTING SSG 2A A - CONDITIONS ARE SUITABLE AT SPECIFIED ELEVATION. >WECTOR (E)UNDERGROUND HYBRID CABLE e n • i n e e w e \ RUNNING TO(E)LIGHT POLE (E)6-0"TALL CHAINLINK FENCE "vhf (E)FIBER VAULT;FIBER (E)ASPHALT / \ "SOURCE WALKING PATH / / tL, APPROX.LOCATION OF UG FIBER / \ ROUTE TO(N)UTILITY H-FRAME (E)LINE OF TREE CANOPY s / app cfl (E)TREE TO BE `— / ,REMOVED N -0"WIDE DOUBLE W SWIM �i SWING ACCESS GATE �w 41725 �4 NALlo �In. (E)OTHER CARRIER CP PROJECT NO.: VER-15-0067-3 / U'N / \ EQUIP.COMPOUND PRELIMINARY 20. DATE D/C 1DESCRIPTION 0-19-15 RH/MS 90%CD REVIEW (E)VERIZON WIRELESS 30KW Q. 'DIESEL GENERATOR MOUNTED TO \ / 5'-0"X 9'-0"CONCRETE PAD \ SUBMITTAL (E)VERIZON WIRELESS DC DESCRIPTION NO DATE EQUIPMENT CABINETS MOUNTED v \ \ TO T-9"X 19'-0"CONCRETE PAD i� ��' v 158.7 'may\\\\ 0 110-28-15 JC/GS BP SUBMITTAL (E)VERIZON WIRELESS H-FRAME WITH METER BASE AND UTILITY CABINETS SITE NAME: LAURIDSEN MW (E)20'-0"X 20'-0"CHAIN-LINK FENCED CROWN CASTLE USA#:826489 / ,y LEASE AREA WITH BARBED WIRE AND GREEN PRIVACY SLATS SITE ADDRESS: l 1303 WEST 8TH STREET PORT ANGELES,WA 98362 (E)GRAVEL fie? �x p COMPOUND SHEET TITLE 16.45° ENLARGED (E)ASPHALT P�—P e0• N SITE PLAN WALKING PATH \ P—�— TN MN \` P P --P----P W E SHEET NO. 166• �_P_--- S P SCALE:1/8'=1'-0"(11X17) 0' 4' 8' 16' A2.0 1 ENLARGED SITE PLAN SCALE:1/4"=V-0"(22X34) • 1 0 NOTE: 1. TOWER STRUCTURAL ANALYSIS TO BE E OTHER CARRIER ANTENNAS TIP HEIGHT PERFORMED BY OTHERS.STARTVERIZONU WIRELESS verizon� 94'-2"AGL INSTALLATION SHALL NOT START UNTIL ENGINEER RECEIVES COPY OF APPROVED TEMP.MICROWAVE ANTENNA SPECS, STRUCTURAL ANALYSIS OR ASSESSMENT. i- E( )� TOP OF LIGHT POLE 2. PM/GC TO VERIFY PAINTING REQUIREMENTS MANUFACTURER: RADIOWAVES 94'-2"AGL-2"AGL WITH JURISDICTION PRIOR TO ORDERING (N)ANTENNA PART NUMBER: SP2-5.2 DIAMETER: 24" SUPPORT STRUCTURES,ATTACHMENTS, O 1 MOUNTING PIPE DEPTH: N/A ANTENNAS.AND OTHER APPURTENANCES. ��... (N)FIBEAIR IP-10C RAD CENTER: 80.00'AGL 4'C E N T E R L 1 N E RADIO MOUNTING AZIMUTH: 245.41" AdvancLVWimles Newofk-s (E)OTHER CARRIER PANEL SUPPLIED BY PATH: LAKE ALOWELL ANTENNAS(TYP) MANUFACTURER (E)BOTTOM OF OTHER CARRIER RRUS (E)OTHER CARRIER DIAMETER WEIGHT W/O BRACKETS: 22 LBS 82'-9"AGL RRU ARRAYS (N)ANTENNA NOTE: ),VECTOR (N)VERIZON WIRELESS MW ANTENNA RAD CENTER (E)VERIZON WIRELESS PANEL ANTENNAS MOUNTING SUPPLIED VERIFY EN MFG.AND MODEL BY MANUFACTURER WITH RF ENGINEER PRIOR TO 81'-0"AGL (TYP OF 1 PER SECTOR,TOTAL OF 3) e n • i n e e w a (BO'-0"A LE)VERIZON WIRELESS ANTENNA TIP HEIGHT FLUSH-MOUNTED TO(E)LIGHT POLE MATERIAL PROCUREMENT. 2 a Lu (N)VERIZON WIRELESS MICROWAVE ANTENNA&RADIO MOUNTED (6)(E)VERIZON WIRELESS RRU'S AND(1) M TO(E)LIGHT POLE W1(N)COLLAR MOUNT;SEE DETAILS THIS SHEET (E)SURGE SUPPRESSOR,FLUSH-MOUNTED BELOW ANTENNAS TO(E)LIGHT POLE h OFFSET (E)TOP OF FLOODLIGHTS V 69'-9"AGL 2 MICROWAVE SPECS SCALE:NTS(11X17) (E)FLOOD LIGHTS SCALE:NTS(22X34) SITEPR01 OR APPROVED a �T EQUIVALENT UNIVERSAL RING MOUNT;PART#LWRM N � CL lJ l SITEEQUIVROIALENT OR APPROVED �,� 41725 AL EQUIVALENT FLUSH MOUNT O AL 8�u (E)95'-0"LIGHT POLE ADAPTER;PART#FMA1 �`r`pIONAL E�yG 10-29-1 (E)LINE OF TREE CANOPY;TREES (N)ANTENNA TO BE REMOVED AS REQUIRED MOUNTING PIPE CP PROJECT NO.: VER-15-0067-3 PRELIMINARY NO. DATE DiC DESCRIPTION 0 10-19-15 RH!MS 90%CDREVIEW SCALE:NTS(11X17) SUBMITTAL 3 DUAL RING MOUNT DETAIL SCALE:NTS(22X34) No 1DATES JGGS BPSUBMITTAL (E)UTILITY H-FRAME; METER BASE W/ IF APPLICABLE:(N)INBOARD AND DISCONNECT,ILC,FIBER OUTBOARD SUPPORT STRUTS PER SITE NAME: CABINET&SAFETY BOX STRUCTURAL ANALYSIS AS REQUIRED - (E)20'-0"X 20'-0"X 6-0"TALL -SEE MFR SPECIFICATIONS FOR MORE LAU R I DS E N MW CHAINLINK FENCE WITH BARBED PRODUCT I INSTALLATION CROWN CASTLE USA#:826489 WIRE AND DARK GREEN VINYL INFORMATION SIGHT OBSCURING SLATS DEPTH — f% LENGTH SITE ADDRESS: (E)VERIZON WIRELESS))) (E)VERIZON WIRELESS \ 1303 WEST 8TH STREET 30KW DIESEL GENERATOR —� V1 / EQUIPMENT CABINETS PORT ANGELES,WA 98362 MOUNTED TO 5'-0"X 9'-0" MOUNTED TO 7'-9"X 19'-0" CONCRETE PAD CONCRETE PAD _p PORT FOR DATA 3 AND DC POWER (N)ODU(VERIFY) I SHEET TITLE 'MAINTENANCE / ELEVATIONS PORT PORT FOR DC DATA AND C i (N)PIPE MOUNT \ OWER POWER PCABLES i WAG 160.9'AMSL ;i 0'-0"AGL SHEET NO. (E)OTHER CARRIER EQUIP. COMPOUND SCALE:3132'=1'-0"(11X17) O' 10' 20SCALE:NTS(11X17) A3.0 1 NORTH ELEVATION SCALE:3/16"=V-0"(22X34) �� 4 MICROWAVE MOUNT DETAIL SCALE:NTS(22X34) I/ CITY OF PORT ANGELES 321 East Fifth Street Port Angeles, WA 98362 NOTICE OF DECISION NOTICE IS HEREBY GIVEN that the City of Port Angeles Planning Commission took the following action on February 25, 2015: Approval of a conditional use permit to allow co location of wireless antenna on an existing tower in the Public Buildings and Parks zone. Appeal of this decision must be made within 14 days to the Port Angeles City Council or be barred. For further information, please contact Sue Roberds, Planning Manager, Department of Community& Economic Development, 321 East Fifth Street, Port Angeles, Washington, (360) 417-4750. Pub: 3/11/15 OR - LES A-- WASH I N GTO N, U. S_. A. Community & Economic Development Department March 4, 2015 Cascadia PM ` yy Ms. Angela Raymond •5501 NE 109♦ Court,#A2 ' Vancouver, WA 98662 > h RE: Verizon Wireless—CUP 15-01 ` 1303 West 8t" Street " Dear Ms. Raymond: I As you know, following a public hearing conducted on February 25; 2015, the City's Planning sae t � Commission approved Conditional Use Permit CUP 15-01 for Verizon Wireless to co locate l additional antennae on an existing tower/pole in the City's Public Buildings and Parks zone at 1303 West 8h Street. The conditional use permit is approved with the following condition: s Condition: E 1 The applicant will retain a current lease from the City of Port Angeles for the activity and will notify the City of anticipated change to the approved use prior to modification of the equipment. Routine maintenance is approved that does not change the current approved status of the equipment. Equipment on the site will be of a neutral color. Although the staff reportcontains a second condition, that condition is relevant to a previous v, Verizon permit that was located in a flood plain. The subject property is not located_in a flood plain and therefore, no flood plain elevation certificate is necessary. You will need to contact the City's Building Division for.the appropriate structural permitting., Decisions of the Planning Commission are final unless appealed to the City Council within 14 days of the action. If you have any questions with any of this information,please don't hesitate to contact this office. incerely, - v z... d - Sue Roberds Planning Manager cc:. Edna Willadsen F M€ Phone: 360-417-4750/Fax: 360-417-4711 Website:www.cityofpa.us/Email: smartgrowth@cityofpa.us E d� '- i 321 East Fifth Street- P.O. Box 1150%Port Angeles, WA 98362-0217 Planning Commission Minutes February 25,2015 Page 2 CONDITIONAL USE PERMIT—CUP 15-01 —VERIZON WIRELESS: 1303 West 8 Street: Proposal to allow additional wireless antennae (3) on an existing tower containing a wireless antenna array and lighting for a public park in the Public Buildings and Parks zone. Assistant Planner Ben Braudrick presented the Department Report recommending approval of the conditional use permit. Following general discussion relative to the location of the existing tower within the subject property, Chair Headrick opened the public hearing. Angela Raymond,3501 NE 109th Court#A2,Vancouver, WA represented the applicant. She had nothing further to add to the staff report. There being no further discussion, Chair Headrick closed the public hearing. Following brief deliberation, Commissioner Powers moved to approve the conditional use permit citing the following conditions, findings, and conclusions: Conditions: 1. The applicant will retain a current lease from the City of Port Angeles for the activity and will notify the City of anticipated change to the approved use prior to modification of the equipment. Routine maintenance is approved that does not change the current approved status of the equipment. Equipment on the site will be of a neutral color. D ,a Seetien15.12.24 er it:.,111 bei „ir-e for-fulwe o ,,; m btA unless equipment is plaeed above the elevation ef the euffent equipment, a new o,.+i fieate of elevation will fief be required. ` O' Findings: • 1 1. Angela Raymond of Cascadia PM submitted a conditional use permit application to the City of Port Angeles for modification of an existing support facility for Verizon Wireless on January 15, 2015. The application was determined to be complete on January 21, 2015. 2. Application materials indicate a proposal to install 3 new panel antennas to a height of 79 feet,new Remote Radio Units (RRU), and new surge protectors on top of a support structure that houses other emergency, communications, and lighting equipment. Support equipment will also be housed within a 20'x 20' green slatted private fenced area with a gravel base. The pole structure is owned by CCTMO LLC under a land lease from the City of Port Angeles. Collocation use has been provided for communication services at the site and a tower for many years. The proposed use is an upgrade to services provided on the site that include City emergency response and other telecommunication equipment. Planning Commission Minutes February 25,2015 Page 3 3. A conditional use permit was approved (CUP 00-02) in 2000 to allow construction of the subject support structure. The land lease for the structure is current and allows for telecommunication use. 4. The City's Telecommunications facilities regulations are codified as Chapter 17.52 (Wireless Telecommunications Towers and Facilities) of the Port Angeles Municipal Code (PAMC). The development standards have been in place since 2001. 5. Section 17.52.015 PAMC states that the purpose for the Wireless Telecommunications Towers and Facilities regulations is: A. The general purpose of this ordinance is to regulate the placement, construction, and modification of wireless telecommunications towers and facilities in order to protect the health, safety, and welfare of the public, while at the same time encouraging the development of the competitive wireless telecommunications marketplace in the City. B. The specific purposes of this ordinance are: 1. To allow the location of wireless telecommunication towers and facilities in the City; 2. To protect residential zones from potential adverse impact of towers and telecommunications facilities; 3. To minimize adverse visual impact of towers and telecommunications facilities through careful design, siting, landscaping, and innovative camouflaging techniques: 4. To promote and encourage shared use%o-location of towers and antenna support structures as a primary option rather than construction of additional single-use towers; 5. To promote and encourage utilization of technological designs that will either eliminate or reduce the need for erection of new tower structures to support antenna and telecommunications facilities; 6. To avoid potential damage to property caused by towers and telecommunications facilities by ensuring such structures are soundly and carefully designed, constructed, modified, maintained, and removed when no longer used or are determined to be structurally unsound; and 7. To ensure that towers and telecommunications facilities are compatible with surrounding land uses. 8. To overcome the potential adverse impacts that poorly or unregulated telecommunications facilities could have on the public health, safety and welfare. 6. Section 17.52.020 PAMC provides exemptions from permitting processes for certain activities and types of antenna use. Section 17.52.020(C) allows for an exemption for "Panel, wave, or other,similar antennas ten square feet or less regardless of zone." The proposal is to place panel antenna that are 79 feet in height. 7. The site location is found in the City's PBP Public Building and Parks zone on property identified as being designated OS on the City's Comprehensive Plan Land Use Map. Section 17.52.020 PAMC indicates that Telecommunications uses may be permitted in any zone by conditional use permit. r i Planning Commission Minutes February 25,2015 Page 4 8. Legal public notice was placed in the Peninsula Daily News on January 26, 2015, and the site was posted for land use action on January 22, 2015. No written comments were received by the end of the public comment period that ended on February 9, 2015. Conclusions: A. The proposed activity has been reviewed for compliance with the City's zoning, Comprehensive Plan regulations and has been found to be compliance with these land development regulations. B. As conditioned,the proposed activity will not result in alteration to the existing support structure nor result in construction below 79 feet, which is below the 120 foot maximum allowed height for the site. The activity is therefore in compliance with the City's Wireless Telecommunication Towers and Facilities Chapter 17.52. C. The proposal will result in minimal land disturbance and will therefore not require a cultural review of the intended activity. D. The activity is not exempt from those activities listed in Section 17.52.020 PAMC, specifically Section 17.52.020(C) PAMC, and was therefore processed as a conditional use permit per Section 17.96.050 PAMC. Commissioner Miller seconded the motion that passed 5—0. vinx,T CITY10F NGELES P A V v W A S H I N GTO N, U. S. A. ® DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT TO: Planning Commission FROM: Ben Braudrick DATE: February 25, 2014 RE: Conditional Use Permit—CUP 15-01 APPLICANT: Verizon Wireless OWNER: City of Port Angeles LOCATION: 1303 West 8th Street REQUEST: Co locate a Telecommunications Facility on an existing light pole with ground equipment ' RECOMMENDATION: The Planning Division of the Community &Economic Development Department recommends approval of the proposed modification subject to the conditions found in Attachment A to this staff report. EXISTING CONDITIONS IN AREA: The site location is 1303 West 8th Street,within Shane Park that is owned and operated by the City of Port Angeles. Few structures exist within the park, and all but the communications tower and associated ground equipment are related to the use of the site for parks and recreation purposes. Along with the subject tower,there are 8 other light poles for recreation field flood lighting within the park. The subject tower is located between two recreational fields within the park,just west of the children's play area, and is 20'-30'taller than the existing tree line. The tower is owned by T-mobile Tower West LLC and is leased by CCTMO LLC through a land lease from the City. The facility will provide additional enhanced telecommunication services for the area. DEPARTMENT COMMENTS: Reviewing City Departments did not express concern regarding the proposed modification. The applicant will be required to maintain a current lease with the City of Port Angeles for use of the area and obtain a building permit for placement of the new equipment on the support structure. Verizon Wireless—CUP 15-01 • February 25,2015 Page 2 PUBLIC COMMENT: Public notice was placed in the Peninsula Daily News on January 26, 2015,the site was posted for land use action on January 22, 2015, with mailing to surrounding property owners on January 23, 2015. No written comments were received by the end of the public comment period that ended on February 9, 2015. ANALYSIS: The Communications Act of 1934 as amended by the Telecommunication Act of 1996 ("the Act") grants the Federal Communications Commission(FCC) exclusive jurisdiction over the environmental effects of radio frequency (RF) emissions from telecommunications facilities and the regulation of radio signal interference among users of the RF spectrum. The regulation of wireless telecommunications towers and facilities within the City of Port Angeles does not prohibit any person from providing wireless telecommunications services, which would be a violation of the Act, but is intended to regulate the placement and modification of wireless telecommunications towers and facilities to protect the public welfare while encouraging competitive wireless telecommunication services. A conditional use permit is required for telecommunications facilities that are not otherwise exempt per Section 17.52.020 PAMC for any tower or antenna support structure. The exemptions listed in the aforementioned section include antennae that do not exceed 10 square feet in area. The proposed antenna panels will be 12 square feet in area. A Conditional Use Permit was issued in 2000 for development of the subject 95' concrete pole to replace a 75 wooden light pole within the park area. The operator has a current land lease from the City for the telecommunication use. The proposed activity will result in the placement of 3 new panel antennas, new Remote Radio Units (RRU)and new surge suppressor devices on the existing pole that contains other carrier equipment and flood lighting for night time recreation activities within the park. The area will be enclosed by a 20' x 20'chain link fence and will house a utility and equipment cabinet and a generator in support of the service. The existing carrier on the pole is at an antenna tip height of 94 feet 2 inches. The project will require minimal clearing and grading for installation of the chain link fence and support equipment. The proposed antenna would beat an elevation of 79 feet above ground at the antenna tip. The added antenna array will increase network capacity and data transmission speeds in the Port Angeles area. The new equipment will not result in a new tower but will allow collocation on the existing pole which is required by Section 17.52.085(B)(3) PAMC. ZONING AND COMPREHENSIVE PLAN LAND USE MAP: The City's Comprehensive Plan Land Use Map identifies the area as OS Open Space. Zoning for the area is PBP Public Buildings and Parks. Telecommunications facilities are conditional uses per Section 17.52 PAMC in all zones. Verizon Wireless—CUP 15-01 February 25,2015 Page 3 STATE ENVIRONMENTAL POLICY ACT (SEPA) REVIEW: A Determination of NonSignificance was issued for this proposed action on February 13, 2015,per WAC 197-11-355,with the previous SEPA (#893) for CUP 00-02 adopted. This satisfies the City's responsibility under the State Environmental Policy Act(SEPA). Attachments: A-Conditions,Findings,and Conclusions B-Application C-Zoning Ordinance,Comprehensive Plan,and Other Municipal Code I Verizon Wireless—CUP 15-01 • February 25,2015 Page 4 ATTACHMENT"A" CONDITIONS, FINDINGS, AND CONCLUSIONS Conditions: 1. The applicant will retain a current lease from the City of Port Angeles for the activity and will notify the City of anticipated change to the approved use prior to modification of the equipment. Routine maintenance is approved that does not change the current approved status of the equipment. Equipment on the site will be of a neutral color. 2. An levation certific e is required r the current pla ment of new\qunt per Secti n 15.12.240 PA C. A buildin ermit will be re uired for fupment maint ance that involv change out o quipment or ad 'tional equplacementbut unle sequipment is pl ed above the evation of the cu ent equa new\, certificat of elevation will of be required. 4)6 Findings: 1. Angela Raymond, of Cascadia PM, submitted a conditional use permit application to the City of Port Angeles for modification of an existing support facility for Verizon Wireless on January 15, 2015. The application was determined to be complete on January 21, 2015. 2. Application materials indicate a proposal to install 3 new panel antennas to a height,of 79 feet, new Remote Radio Units(RRU), and new surge protectors on top of a support structure that houses other emergency, communications, and lighting equipment. Support equipment will also be housed within a 20' x 20' green slatted private fenced area with a gravel base. The pole structure is owned by CCTMO LLC under a land lease from the City of Port Angeles. Collocation use has been provided for communication services at the site and a tower for many years. The proposed use is an upgrade to services provided on the site that include City emergency response and other telecommunication equipment. 3. A conditional use permit was approved(CUP 00-02) in 2000 to allow construction of the subject support structure. The land lease for the structure is current and allows for telecommunication use. 4. The City's Telecommunications facilities regulations are codified as Chapter 17.52 (Wireless Telecommunications Towers and Facilities) of the Port Angeles Municipal Code (PANIC). The development standards have been in place since 2001. 5. Section 17.52.015 PANIC states that the purpose for the Wireless Telecommunications Towers and Facilities regulations is: A. The general purpose of this ordinance is to regulate the placement, construction, and modification of wireless telecommunications towers and facilities in order to protect the health, safety, and welfare of the public,while at the same time encouraging the development of the competitive wireless telecommunications marketplace in the City. Verizon Wireless—CUP 15-01 February 25,2015 Page 5 B. The specific purposes of this ordinance are: 1. To allow the location of wireless telecommunication towers and facilities in the City; 2. To protect residential zones from potential adverse impact of towers and telecommunications facilities; 3. To minimize adverse visual impact of towers and telecommunications facilities through careful design, siting, landscaping, and innovative camouflaging techniques: 4. To promote and encourage shared use%o-location of towers and antenna support structures as a primary option rather than construction of additional single-use towers; 5. To promote and encourage utilization of technological designs that will either eliminate or reduce the need for erection of new tower structures to support antenna and telecommunications facilities; 6. To avoid potential damage to property caused by towers and telecommunications facilities by ensuring such structures are soundly and carefully designed, constructed, modified, maintained, and removed when no longer used or are determined to be structurally unsound; and 7. To ensure that towers and telecommunications facilities are compatible with surrounding land uses. 8. To overcome the potential adverse impacts that poorly or unregulated telecommunications facilities could have on the public health, safety and welfare. 6. Section 17.52.020 PAMC provides exemptions from permitting processes for certain activities and types of antenna use. Section 17.52.020(C)allows for an exemption for "Panel, wave, or other similar antennas ten square feet or less regardless of zone." The proposal is to place panel antenna that are 79 feet in height. 7. The site location is found in the City's PBP Public Building and Parks zone on property identified as being designated OS on the City's Comprehensive Plan Land Use Map. Section 17.52.020 PAMC indicates that Telecommunications uses may be permitted in any zone by conditional use permit. 8. Legal public notice was placed in the Peninsula Daily News on January 26, 2015, and the site was posted for land use action on January 22, 2015. No written comments were received by the end of the public comment period that ended on February 9, 2015. Conclusions: A. The proposed activity has been reviewed for compliance with the City's zoning, Comprehensive Plan regulations and has been found to be compliance with these land development regulations. B. As conditioned,the proposed activity will not result in alteration to the existing support structure nor result in construction below 79 feet, which is below the 120 foot maximum allowed height for the site. The activity is therefore in compliance with the City's Wireless Telecommunication Towers and Facilities Chapter 17.52. Verizon Wireless—CUP 15-01 . February 25,2015 Page 6 C. The proposal will result in minimal land disturbance and will therefore not require a cultural review of the intended activity. D. The activity is not exempt from those activities listed in Section 17.52.020 PAMC, specifically Section 17.52.020(C) PAMC, and was therefore processed as a conditional use permit per Section 17.96.050 PAMC. w . It m APPROX. VW170nwireless k y U) PHOTO .� LOCATION LL t O Lauridsen APPROX.QPROPOSED ANTENNA r " E Q LOCATIONS Looking Northeast t �* (N)VERIZON WIRELESS PANELANTENNAS (TYP OF 1 PER SECTOR,TOTAL OF 3) �r FLUSH-MOUNTED TO(E)MONOPOLE; \ PAINT TO MATCH EXISTING MONOPOLE a (N)VERIZON WIRELESS RRU'S— \ AND SURGE SUPPRESSOR (E)FLOOD LIGHTS w (E)94'-2"AGL TALL MONOPOLE i y ;.. } � 'sa NOTE: VISUAL IMPACTS WILL BE AFFECTED BY LOCATION AND VISIBILITY OF OBSERVER.THIS DOCUMENT IS FOR PLANNING AND INFORMATION PURPOSES ONLY AND IS CONCEPTUAL.THIS IS SOLELY THE PHO- TOGRAPHER'S INTERPRETATION OF THE PROPOSED DEVELOPMENT. Existing Proposed on�yp Prepared by CASCADIA PM Precision Program Management Q� 1,0�o LU APPROX. k �.r. •` t `°� PHOTO VW170nwireless •. ' .. 4. LL LOCATION O J APPROX. Lauridsen PROPOSED W ANTENNA J Y ,, ;� :•� Q LOCATIONS Looking Southwest �.. (N)VERIZON WIRELESS PANEL ANTENNAS ---_ 4* (TYP OF 1 PER SECTOR,TOTAL OF 3) r 1V + FLUSH-MOUNTED TO(E)MONOPOLE; PAINT TO MATCH EXISTING MONOPOLE R' T / « (N)VERIZON WIRELESS RRU'S ' AND SURGE SUPPRESSOR (E)FLOOD LIGHTS , f 9 (E)94'-2"AGL TALL MONOPOLE + r f' P NOTE: VISUAL IMPACTS WILL BE AFFECTED BY LOCATION AND VISIBILITY OF OBSERVER.THIS DOCUMENT IS FOR PLANNING AND INFORMATION PURPOSES ONLY AND IS CONCEPTUAL.THIS IS SOLELY THE PHO- TOGRAPHER'S INTERPRETATION OF THE PROPOSED DEVELOPMENT, Existing Proposed Prepared by CASCADIA PM Precision Program Management CITY OF PORT ANGELES AFFIDAVIT OF MAILING RE: I SUE ROBERDS, state that on the day of 2015, I mailed said notice, a true copy of which is hereto attac ed and made part hereof, to property owners within 300 feet of the property proposed for a land use action pursuant to Section 17.96.140 of the Port Angeles Municipal Code-. AFFIAN Subscribed to me this day of 2015. �e��►►►►nrrt�� v NOILZY PUBLIC for the State of Washington, residing in Port Angeles EV.X015 A JS T/forms/affidavitpostingj im CITY OF PORT ANGELES AFFIDAVIT OF POSTING RE: I JIM LIERLY state that on the day of 2015 I posted said notice, a true copy of which is hereto attached and ade part hereof, on the property proposed for a land use action pursuant to S tion 17.96. 40 of the Port Angeles Municipal Code WFIANT' Subscribed to me this day of 201/ NOTARY PUBLIC for e State of o e: 01 Ali Washington, residing in Port Angeles EXP.0212Gi2G'6 e z + '''�I��'•••••eeee•^•ecce• O w l,> T/forms/affidavitpostingj im CITY OF PORT ANGELES NOTICE OF PUBLIC HEARING NOTICE IS HEREBY GIVEN that the CITY OF PORT ANGELES PLANNING CON AISSION will conduct a public hearing in consideration of a conditional use permit application to allow THREE ADDITIONAL CELLULAR ANTENNAE to be co located on an existing tower that also serves as lighting for a public park. The site is located in the Public Buildings and Parks zone. The application was determined to be complete on January 21, 2015. A public hearing will be conducted on the matter beginning at 6 p.m., on FEBRUARY 25, 2015, at City Hall, 321 East Fifth Street, Port Angeles, Washin on . Application information may be reviewed at the City Department of Community & Economic Development, City Hall, P.O. Box 1150, Port Angeles. City Hall is accessible to persons with disabilities. Interested parties are invited to attend the meeting. Written comment will be accepted regarding the proposal until February 9, 2015. STATE ENVIRONMENTAL POLICY ACT: It is anticipated that the previously issued determination of non significance (DNS) adopted for establishment of the existing light pole/tower will be adopted for the proposal following the written public comment period that will end on February 9, 2015. APPLICANT: VERIZON WIRELESS LOCATION: 1303 West 8t' Street For further information contact: Sue Roberds, (360) 417-4750 PUB: 1/25/15 POST: 1/22/15 MAIL: 1/21/15 T:\NOTICES\PCpublichearing.wpd Easy Peel®Labels ! A Bend along line to Q AVEP�Y® 5160® Use Avery®Template 51600 j Feed Paper ® expose Pop-up EdgeTM 10 1 r ' LARRY L AND MYRA J ERIC NEURATH ET AL TIMOTHY E WRIGHT COLWELL 814 MILWAUKEE DR 90 EL CAMINO DR 656 LEWIS RD PORT ANGELES, WA 98363 SEQUIM, WA 98382-9432 PORT ANGELES, WA 98362-8440 JANET I YOUNG EAGLE HOME MORTGAGE INC MICHELLE CLAPSHAW PO BOX 1064 9633 LEVIN RD NW 1323 W 6TH ST PORT ANGELES, WA 98362-0201 SILVERDALE, WA 98383 PORT ANGELES,WA 98363 BRYAN AND SHAUNA WALDE CHRISTOPHER M AND CHANTI THOMAS W AND PAMELA K 1319 WEST 6TH STREET M COLE WOLVERTON PORT ANGELES, WA 98363 1315 WEST 6TH STREET 1309 W 6TH ST PORT ANGELES, WA 98363 PORT ANGELES, WA 98363-1812 JACOB MISKIMENS FRANK L AND KARLA DEBORAH E WILLIS 1307 W 6TH ST CHAMBERLIN 4005 S TILLER R 1402 W 5TH STREET R RD PORT ANGELES, WA 98363 PORT ANGELES, R 98362 PORT ANGELES,WA 98362 RICHARD A AND STEPHANIE ROBERT AND REBECCA KOTAS ANTHONY AND GAYLEE GILMORE AND JABSON DILLINGHAM 1410 W 5TH STREET 110 SE ROOSEVELT AVE 1415 W 6TH ST PORT ANGELES, WA 98363 BEND, OR 97702-1722 PORT ANGELES,WA 98363 GEORGE A BLACK RAYMOND O AND VANESSA ROBERT L AND JOSEPHINE A 14-11-W 6TH ST PULSIPHER WILLIAMS PORT ANGELES, WA 98363-1813 PO BOX 1572 PO BOX 4008 PORT ANGELES, WA 98362 PORT ANGELES, WA 98363-0997 MARIAN J LITTLE CHARLES J LEBUIS MARGO G PETERSEN 606 S G ST 1406 W 6TH ST 1136 STRAIT VIEW DR PORT ANGELES, WA 98363-5423 PORT ANGELES,WA 98363-1814 PORT ANGELES,WA 98362 GEORGE W JOHNSTON JAMES R BEATTIE CORRINE NOTAR 1416 W 6TH ST 1420 W 6TH ST 1417 W 7TH ST PORT ANGELES, WA 98363-1814 PORT ANGELES, WA 98363-1814 PORT ANGELES, WA 98363-5401 CHRISTINE D GLAS JEFFREY B AND GLENDA M GENE H UNGER 1415 W 7TH ST BALDWIN 1401 W 7TH ST 684 PIONEER AVE PORT ANGELES, WA 98363-5401 684 PI OP, CA VE PORT ANGELES, WA 98363-5401 LATROBERT AND JANET LANE WILFRED A AND DENA L JOYCE M LOTHROP 1120 W SIXTH ST SOMMERS 11I 617 S E ST PORT ANGELES, WA 98363-2008 1124 W 6TH ST PORT ANGELES, WA 98363-5613 PORT ANGELES, WA 98363-2008 ttiquettes faciles h peter A Repliez A la hachure afin de i www.avery.com Utilisez leabarit AVERY®5160® i Sens de 1 chreviler le rebord Po u me ' 1-800-GO-AVERY ' 9 amp.mant P- P t Easy Peel'Labelsi ♦ ® Bend along line to 1 o AVERY® 51600 ; Yse Aver)O Template 51600 1 Feed ex Paper a pose Pop-up EdgeTM j 1 JAMES HANRAHAN KENNETH AND STACY PAUL AND ELONDA COLTON 1133 W 7TH ST MCKNIGHT JR 1204 S H ST PORT ANGELES, WA 98363-5601 1129 W 7TH ST PORT ANGELES, WA 98363-6827 PORT ANGELES, WA 98363 DIANE S DOSS JERRY ZIMMERMAN DONALD E SIMONS PO BOX 921 1120 W 7TH ST 1124 W 7TH ST CARLSBORG,WA 98324 PORT ANGELES, WA 98362 PORT ANGELES, WA 98363-5602 KEVIN AND SHANNALEE P PHYLLIS MACDONALD SUZANNE CARLINS PHILLIPS 8034 AVALOS WY 682 NW 46TH AVE P O BOX 1218 CITRUS HEIGHTS, CA 95610 DEERFIELD BEACH, FL 33442 SEQUIM, WA 98382 JANICE F HARSH ADAM J AND NICHOLE DUANE L PIERCE ET AL 260 LILJEDAHL RD p0 BOX JOHNSON N 1123 W 8TH ST PORT ANGELES, WA 98363-8742 FORKS,WA 98331-1521 PORT ANGELES, WA 98362 MARILYN AND SCOTT JOHN L AND ANITA Y RUDDER RIAN L AND LACEY K DINGMAN ANDERSON 1404 W 7TH ST 1201 W 8TH ST PORT ANGELES, WA 98363-5402 12 GREEN VALLEY LN PORT ANGELES, WA 98363 SEQUIM,WA 98382 MICHAEL AND GAIL JAMES WENGLER TRINA COOK BLACKWELL 1414 W 7TH ST 1833 MELODY LN APT 4 PO BOX 2818 PORT ANGELES, WA 98363-5402 PORT ANGELES, WA 98362-4983 PORT ANGELES,WA 98362 VICKI L ADAMS BURVIL AND JANICE LAKEY JOHN A AND CINDY S 4713 COYOTE RUN LN 1415 W 8TH ST SORENSON PORT ANGELES, WA 98362 PORT ANGELES,WA 98363-5406 PO BOX 771 PORT ANGELES, WA 98362-0134 TOM AND TERRI REYES GEORGE GUND III FRANCIS W ROBINSON JR 39 MESA ST STE 300 240 OLD STATE RD SAN FRANCISCO, CA 94129- 1310 W 8TH ST PORT ANGELES, WA 98363 1019 PORT ANGELES, WA 98363-5405 GEORGE GUND III GEORGE GUND III SON 39 MESA ST STE 300 39 MESA ST STE 300 KEVIN L HA SAN FRANCISCO, CA 94129- SAN FRANCISCO, CA 94129- 819 S G STT 1019 1019 PORT ANGELES, WA 98363-5420 KAREN-LEE F STANDLEY JARRED A BLAUSER RANDALL A SEXTON P O BOX 3230 1325 W 9TH STREET 1321 W 9TH ST PORT ANGELES, WA 98362-0342 PORT ANGELES, WA 98363 PORT ANGELES, WA 98363-5418 ttiquettes faciles h peler A Repliez A la hachure afin de i www.avery.com Utilisez le aabarit AVERY®51600 ^MSens de r6v6ler le rebord Pop-upmc 1-800-GO-AVERY ; Easy Peel®LabelsIFeed ♦ ® Bend along line to n AVERY@ 51600 Use Aveiy®Template 51600 Paper expose Pop-up EdgeTM 1� j KEVIN AND VALERIE CONROY SUZANNE ADRIAN GRAY KATHLEEN S SNYDER 1124 W 5TH ST SHULOCK 519 S E ST PORT ANGELES, WA 98363-2004 2526 MOORE ST PORT ANGELES, WA 98363-2016 BELLINGHAM, WA 98226 PAUL A SIEWELL HEATHER ELLISON WM AND LAVONNE HUFFMAN 21632 KATHY LANE 1204 W 5TH ST 1206 W 5TH ST REDDING, CA 96003 PORT ANGELES,WA 98363-2006 PORT ANGELES, WA 98363-2006 WILLIAM LORING CAROL D JANDA DARREN CHEN TTE 1653 SCRIVNER RD 1216 W 5TH ST 4414 UTE DR PORT ANGELES, WA 98362-8961 PORT ANGELES, WA 98363-2006 SAN DIEGO, CA 92117 MONTE D COTTON JACOB MCBRIDE RONALD E HALLER 213 E 11TH ST 1228 W 5TH ST 1230 W 5TH ST PORT ANGELES, WA 98362 PORT ANGELES, WA 98363 PORT ANGELES, WA 98363-2006 CINDY R MICHAEL BROWN TRACY A BETTS JERYMI J AND SARAH DESPARS 503 S F ST WOODWARD 1234 W 5TH ST PORT ANGELES, WA 98363-1819 1239 W 6TH ST PORT ANGELES, WA 98363-2006 PORT ANGELES, WA 98363-2009 DALE AND MARGIE RIDGWAY DALE AND MARGIE RIDGWAY NATHAN AND INGRID 1229 W 6TH ST -1229 W 6TH ST LARSON-ALEXANDER PORT ANGELES, WA 98363-2009 PORT ANGELES, WA 98363-2009 229 W 13TH ST PORT ANGELES, WA 98363 TINA HOPPE ELAINE DEBRA OMACHI RITCHIE D VOGEL 1213 W 6TH ST REYNOLDS 196 BARNESOAD 127 W BELL ST R PORT ANGELES, WA 98363-2009 SEQUIN, ES OAA SEQUIM, WA 98382 8382 DAVID W MURPHY TERRY S MILLS THOMAS DAVIS 524 S E ST 23 TERRY MILLS ROAD 136 EAST 8TH STREET#119 PORT ANGELES, WA 98363-2017 PORT ANGELES, WA 98362 PORT ANGELES, WA 98362 TIMOTHY K BEACH RONALD C AND BARBARA MICHAEL D REYNOLDS 20852 MANDEVILLE PL ANN LINK 3245 75TH AVE SE 1314 WEST 5TH ST PERRIS, CA 92570 PORT ANGELES, WA 98362 OLYMPIA, WA 98501-6345 JOHN AND KATIE SEHL ROBERT AND J A WILLIAMS LARRY L AND MYRA J 1318 WEST 5TH 919 W LAURIDSEN BLVD COLWELL PORT ANGELES,WA 98363 PORT ANGELES, WA 98363 656 LEWIS RD PORT ANGELES, WA 98362-8440 Etiquettes faciles h peler .1 A Repliez 3 la hachure afin de ; www.avery.com ; Utilisez le abarit AVERY®5160® 11 Sens de r�v�ler le rebord Po u Mc ' 1-800-GO-AVERY ' 9 chargement p- p , 1 Easy Peel40 Labels IA ® Bend along line to a AVERY®51600 ; Avery®ery®Template 5160® Feed Paper expose Pop-up EdgieTM j 1 RICHARD G JANSSEN TTE DEAN AND MICHELLE GEORGE P BURKE 1317 W 9TH ST MANGIANTINI 26 WALKER RA1303 W 9TH ST NCH RD PORT ANGELES, WA 98363-5418 PORT ANGELES,NC RD PORT ANGELES, WA 98363-5418 PATRICIA A GREEN STEPHEN M AND LOIS M JOHN M D'AMORE 136 WEST 13TH ST HOFFMAN1210 W 8TH ST 806 S E ST PORT ANGELES,WA 98362 PORT ANGELES, S 98363-5616 PORT ANGELES, WA 98363-5606 GREGORY L AND LEANN M TERESA A STITZEL PETER M DUPPENTHALER OLSON 1228 W 8TH ST. ONOHARA NISHI 3-17-16 1218 W EIGHTH ST PORT ANGELES, WA 98363 OSAKA-FU 562 0032 PORT ANGELES, WA 98363 ttiquettes faciles 6 peler ; A Repliez a la hachure afin de ; www.avery.com Utilisez le aabarit AVERY®5160® Sens de ' ,ti-,,.e,.,e,.. reveler le rebord Pop-upec 1-800-GO-AVERY ,. first name last name addr linel addr city addr_state addr_zip KEVIN AND VALERIE CONROY 1124 W STH ST PORT ANGELES WA 98363-2004 SUZANNE ADRIAN GRAY SHULOCK 2526 MOORE ST BELLINGHAM WA 98226 KATHLEEN S SNYDER 519 S E ST PORT ANGELES WA 98363-2016 PAULA SIEWELL 21632 KATHY LANE REDDING CA 96003 HEATHER ELLISON 1204 W STH ST PORT ANGELES WA 98363-2006 WM AND LAVONNE HUFFMAN 1206 W STH ST PORT ANGELES WA 98363-2006 WILLIAM LORING 1653 SCRIVNER RD PORT ANGELES WA 98362-8961 CAROL D JANDA 1216 W STH ST PORT ANGELES WA 98363-2006 DARREN CHEN TTE 4414 LITE DR SAN DIEGO CA 92117 MONTE D COTTON 213 E 11TH ST PORT ANGELES WA 98362 JACOB MCBRIDE 1228 W 5TH ST PORT ANGELES WA 98363 RONALD E HALLER 1230 W 5TH ST PORT ANGELES WA 98363-2006 CINDY R MICHAEL BROWN DESPARS 1234 W 5TH ST PORT ANGELES WA 98363-2006 TRACY A BETTS 503 S F ST PORT ANGELES WA 98363-1819 JERYMI J AND SARAH WOODWARD 1239 W 6TH ST PORT ANGELES WA 98363-2009 DALE AND MARGIE RIDGWAY 1229 W 6TH ST PORT ANGELES WA 98363-2009 DALE AND MARGIE RIDGWAY 1229 W 6TH ST PORT ANGELES WA 98363-2009 NATHAN AND INGRID LARSON-ALEXANDER 229 W 13TH ST PORT ANGELES WA 98363 TINA HOPPE 1213 W 6TH ST PORT ANGELES WA 98363-2009 ELAINE DEBRA OMACHI REYNOLDS 196 BARNES ROAD SEQUIM WA 98382 RITCHIE D VOGEL 127 W BELL ST SEQUIM WA 98382 DAVID W MURPHY 524 S E ST PORT ANGELES WA 98363-2017 TERRY S MILLS 23 TERRY MILLS ROAD PORT ANGELES WA 98362 THOMAS DAVIS 136 EAST 8TH-STREET#119 PORT ANGELES WA 98362 TIMOTHY K BEACH 20852 MANDEVILLE PL PERRIS CA 92570 RONALD C AND BARBARA ANN LINK 1314 WEST 5TH ST PORT ANGELES WA 98362 MICHAEL D REYNOLDS 3245 75TH AVE SE OLYMPIA WA 98501-6345 JOHN AND KATIE SEHL 1318 WEST STH PORT ANGELES WA 98363 ROBERT AND J A WILLIAMS 919 W LAURIDSEN BLVD PORT ANGELES WA 98363 LARRY L AND MYRA J COLWELL 656 LEWIS RD PORT ANGELES WA 98362-8440 LARRY L AND MYRA J COLWELL 656 LEWIS RD PORT ANGELES WA 98362-8440 ERIC NEURATH ET AL 814 MILWAUKEE DR PORT ANGELES WA 98363 TIMOTHY E WRIGHT 90 EL CAMINO DR SEQUIM WA 98382-9432 JANET I YOUNG PO BOX 1064 PORT ANGELES WA 98362-0201 EAGLE HOME MORTGAGE INC 9633 LEVIN RD NW SILVERDALE WA 98383 MICHELLE CLAPSHAW 1323 W 6TH ST PORT ANGELES WA 98363 BRYAN AND SHAUNA WALDE 1319 WEST 6TH STREET PORT ANGELES WA 98363 CHRISTOPHER M AND CHANTI M COLE 1315 WEST 6TH STREET PORT ANGELES WA 98363 THOMAS W AND PAMELA K WOLVERTON 1309 W 6TH ST PORT ANGELES WA 98363-1812 JACOB MISKIMENS 1307 W 6TH ST PORT ANGELES WA 98363 FRANK LAND KARLA CHAMBERLIN 4005 S TILLER RD PORT ANGELES WA 98362 DEBORAH E WILLIS 1402 W 5TH STREET PORT ANGELES WA 98362 RICHARD A AND STEPHANIE GILMORE 1410 W 5TH STREET PORT ANGELES WA 98363 ROBERT AND REBECCA KOTAS AND JABSON 110 SE ROOSEVELT AVE BEND OR 97702-1722 ANTHONY AND GAYLEE DILLINGHAM 1415 W 6TH ST PORT ANGELES WA 98363 GEORGE A BLACK 1411 W 6TH ST PORT ANGELES WA 98363-1813 RAYMOND 0 AND VANESSA PULSIPHER PO BOX 1572 PORT ANGELES WA 98362 ROBERT L AND JOSEPHINE A WILLIAMS PO BOX 4008 PORT ANGELES WA 98363-0997 MARIAN J LITTLE 606 S G ST PORT ANGELES WA 98363-5423 CHARLES J LEBUIS 1406 W 6TH ST PORT ANGELES WA 98363-1814 MARGO G PETERSEN 1136 STRAIT VIEW DR PORT ANGELES WA 98362 GEORGE W JOHNSTON 1416 W 6TH ST PORT ANGELES WA 98363-1814 JAMES R BEATTIE 1420 W 6TH ST PORT ANGELES WA 98363-1814 CORRINE NOTAR 1417 W 7TH ST PORT ANGELES WA 98363-5401 CHRISTINE D GLAS 1415 W 7TH ST PORT ANGELES WA 98363-5401 JEFFREY B AND GLENDA M BALDWIN 684 PIONEER AVE LATHROP CA 95330 GENE H UNGER 1401 W 7TH ST PORT ANGELES WA 98363-5401 ROBERT AND JANET LANE 1120 W SIXTH ST PORT ANGELES WA 98363-2008 WILFRED A AND DENA L SOMMERS III 1124 W 6TH ST PORT ANGELES WA 98363-2008 JOYCE M LOTHROP 617 S E ST PORT ANGELES WA 98363-5613 JAMES HANRAHAN 1133 W 7TH ST PORT ANGELES WA 98363-5601 KENNETH AND STACY MCKNIGHT JR 1129 W 7TH ST PORT ANGELES WA 98363 PAUL AND ELONDA COLTON 1204 S H ST PORT ANGELES WA 98363-6827 DIANE S DOSS PO BOX 921 CARLSBORG WA 98324 JERRY ZIMMERMAN 1120 W 7TH ST PORT ANGELES WA 98362 DONALD E SIMONS 1124 W 7TH ST PORTANGELES WA 98363-5602 KEVIN AND SHANNALEE P PHILLIPS P 0 BOX 1218 SEQUIM WA 98382 PHYLLIS MACDONALD 8034 AVALOS WY CITRUS HEIGHTS CA 95610 SUZANNE CARLINS 682 NW 46TH AVE DEERFIELD BEACH FL 33442 JANICE F HARSH 260 LIUEDAHL RD PORT ANGELES WA 98363-8742 ADAM J AND NICHOLE JOHNSON PO BOX 1521 FORKS WA 98331-1521 DUANE L PIERCE ET AL 1123 W 8TH ST PORT ANGELES WA 98362 MARILYN AND SCOTT DINGMAN 1201 W 8TH ST PORT ANGELES WA 98363 JOHN LAND ANITA Y RUDDER 1404 W 7TH ST PORT ANGELES WA 98363-5402 RIAN LAND LACEY K ANDERSON 12 GREEN VALLEY LN SEQUIM WA 98382 MICHAEL AND GAIL BLACKWELL PO BOX 2818 PORT ANGELES WA 98362 JAMES WENGLER 1414 W 7TH ST PORT ANGELES WA 98363-5402 TRINA COOK 1833 MELODY LN APT 4 PORT ANGELES WA 98362-4983 VICKI L ADAMS 4713 COYOTE RUN LN PORT ANGELES WA 98362 BURVIL AND JANICE LAKEY 1415 W 8TH ST PORT ANGELES WA 98363-5406 JOHN A AND CINDY S SORENSON PO BOX 771 PORT ANGELES WA 98362-0134 TOM AND TERRI REYES 240 OLD STATE RD PORT ANGELES WA 98363 GEORGE GUND III 39 MESA ST STE 300 SAN FRANCISCO CA 94129-1019 FRANCIS W ROBINSON JR 1310 W 8TH ST PORT ANGELES WA 98363-5405 GEORGE GUND III 39 MESA ST STE 300 SAN FRANCISCO CA 94129-1019 GEORGE GUND III 39 MESA ST STE 300 SAN FRANCISCO CA 94129-1019 KEVIN L HANSON 819 S G ST PORT ANGELES WA 98363-5420 KAREN-LEE F STANDLEY P 0 BOX 3230 PORT ANGELES WA 98362-0342 JARRED A BLAUSER 1325 W 9TH STREET PORT ANGELES WA 98363 RANDALL A SEXTON 1321 W 9TH ST PORT ANGELES WA 98363-5418 RICHARD G JANSSEN TTE 1317 W 9TH ST PORT ANGELES WA 98363-5418 DEAN AND MICHELLE MANGIANTINI 26 WALKER RANCH RD PORT ANGELES WA 98363 GEORGE P BURKE 1303 W 9TH ST PORT ANGELES WA 98363-5418 s - PATRICIA A GREEN 136 WEST 13TH ST PORT ANGELES WA 98362 STEPHEN M AND LOIS M HOFFMAN 806 S E ST PORT ANGELES WA 98363-5616 JOHN M D'AMORE 1210 W 8TH ST PORT ANGELES WA 98363-5606 GREGORY LAND LEANN M OLSON 1218 W EIGHTH ST PORT ANGELES WA 98363 TERESA A STITZEL 1228 W 8TH ST. PORT ANGELES WA 98363 PETER M DUPPENTHALER ONOHARA NISHI 3-17-16 OSAKA-FU 562 0032 PETER M DUPPENTHALER ONOHARA NISHI 3-17-16 OSAKA-FU 562 0032 Sue Roberds From: Sue Roberds Sent: Friday, January 23, 2015 8:42 AM To: 'Angela Raymond' Subject: RE: Port Angeles CUP Well, I guess you can call it whatever you want,as the applicant. But if the intent is to identify the site, it would seem best to identify it as where it's located to avoid confusion. I don't know what you mean by"on the zoning drawings." Your call. jue goberds Planning ATanager City of Port Angeles Community&Economic Development P.O. Box 1150 Port Angeles, WA 98362 sroberdsac itvofpa.us 360-417-4750 From: Angela Raymond [mailto:angela.raymond@CascadiaPM.com] Sent: Thursday, January 22, 2015 5:22 PM To: Sue Roberds Subject: RE: Port Angeles CUP Lauridsen is the site name as shown on the zoning drawings. I will get the direction corrected on the photo simulation pages. Thank you for the hearing notice. Angela Raymond From:Sue Roberds [mailto:Sroberds@cityofpa.us] Sent:Thursday,January 22, 2015 5:06 PM To:Angela Raymond Subject: RE: Port Angeles CUP Angela, all of the maps identify the site as"Lauridsen." The site is located on 8th Street not Lauridsen. I assume you will want to correct the map titles. The photo simulation that identifies"Lauridsen Looking East#1" is actually"8t"Street Looking Northeast." The simulation identifying"Lauridsen Looking East#2" is actually"8th Street Looking Southwest." Both the photo simulation pages and the larger maps are incorrectly identified. Thank you for the SEPA. In talking with the City Attorney's Office, I understand that Verizon will be leasing an additional area separate from the T Mobile lease, so there will be additional area added to the use. Looking forward to the revised maps. Please note the attached hearing notice. Sincerely, 15ue Roberds Planning Alanager Cily nfportAngeles Community&Economic Development 1 P.O. Box l 150 Port Angeles, RA 98362 sroberds a,cityofpa.us 360-4I7-4750 From: Angela Raymond [mailto:angela.raymond@CascadiaPM.com] Sent: Thursday, January 22, 2015 1:56 PM To: Sue Roberds Subject: RE: Port Angeles CUP Hi Sue, I have completed the SEPA checklist for your records. Verizon will be adding additional lease area to the south of the existing leased area. Respectfully, Angela Raymond Cascadia PM Site Acquisition Specialist Ph. #509.998.9015 angela.raymond@cascadiapm.com From:Sue Roberds [mailto:Sroberds@citvofpa.us] Sent:Thursday,January 22, 2015 11:19 AM To:Angela Raymond Subject: Port Angeles CUP Dear Angela, in reviewing the application information you submitted for the conditional use permit in Port Angeles, it was noticed that you did not submit the SEPA Checklist. I understand from Ben Braudrick that you hoped to adopt the previously submitted Checklist (submitted by another applicant)for the light pole/tower use. At this time, a SEPA fee will not be required because it appears to be an oversight on our part to require one and you have already paid the CUP fee, but we do need at least the first 2 pages of the SEPA Checklist completed in order to determine that there is not a reason to once again review the entire project. Your response to the description question on page 2(#10)that there will be no changes to the existing situation other than the additional antennae is needed, e.g.,you will not be requiring any additional ground space but are using the existing lease area. Please complete the first 2 pages of the attached,sign the document, and return ASAP. Any questions, please call. Sincerely, jue go.berd5 Planning Manager Ci' cf Porl Angeles ('on niunity&Economic Development P.O. Ro.s l 150 Port Angeles, W21 98362 sroberdsQ),,citvofpa.us 360-417-4750 2 Adilk D File #_ S' APPLICANT/OWNER INFORMATION: JAN 15 �0�5 /`�7z— i -s- -o t Applicant:Verizon WirelessP-Dr—g Applicant Address:5501 NE 109th Court, # c ,� 2 Daytime phone#: 509.998.9015 Email:angela.raymond@cascadipm.com Applicant's representative (if other than applicant):Cascadia PM Contact Address:5501 NE 109th Court, #A-2, Vancouver, WA 98662 Daytime phone#:509.998.9015 E-mail:'angela.raymond@cascad*Ro?"m.com Property owner(if other than applicant):City of Port Angeles Address: Port Angeles, WA 98362 Contact phone #: PROPERTY INFORMATION: Street address: 1303 West 8th Street Zoning:Public Buildings and Parks Legal description:See attached title report Property dimensions 676 X 678 Property area(total square feet):458,328 Physical characteristics(i.e., flat, sloped, vacant,developed, etc.): Public park that is flat and heavily treed on the east side. PROPOSED USE: Please describe the proposed conditional use:Verizon proposes to install antennas on an existing light pole along with ground equipment within a 20' X 20' leased area. Number of employees: None Hours of operation: None Number of on-site parking spaces: Existing parking lot to the north of the light pole. Total square foot of floor area for the prop al:400 % Site coverage:8% SIGNATURES• _ Applicant: Date: 1/11 111 I certify that all of the above statements are a and complete to the best of my knowledge and acknowledge that wilful isrepre en tion of fo mation will terminate this permit application. Applicant Signature: Date: Z- (If the applicant is NOT the property owner, the property owner must sign this application or provide a separate note that he/she is/are aware of the application). Owner's Signature (if other than applicant): ` 1 '��kIVV� a WAA Date: t �� CASCADW PM Precision Program Managemen August 4,2014 LETTER OF AUTHORIZATION The undersigned(the"Owner")represents that it is the owner of the property cotrunonly known as 1303 West 8°i Street, Port Angeles,WA(the"Property'). Owner hereby consents and agrees that Celleo Partnership d/b/a Verizon Wireless ("Verizon'), may make and file applications on the Owner's behalf to such local, state and federal govermnental entities whose approval Verizon may consider necessary or advisable to have the Property approved as a tower or antenna site, including,but not limited to, governnental approvals for zoning permits, zoning variances,rezoning applications,building pen-nits and wetland permits. Owner hereby agrees that an executed copy of this Authorization is as effective as the original. However, if requested by Verizon, Owner agrees to execute such other and further documents as may be required by the governmental entity having jurisdiction to evidence Owner's consent to the action, which is proposed to be taken. OWNER PRINT NAME: TITLE: CA, (.c-l1("L eia SIGNATURE: 01'—� DATE: 1-2 I g D 14 Cascadia PM,LLC Corporate Headquarters 3322 South Bay Road NE Olympia,WA 98506 130 N.Nimitz Hwy Suite A-200 5501 NE 109- Ct Suite A-2 733 Seventh Ave Suite 209 360 438 8002 Honolulu.HI 96817 Vancouver.WA 98662 Kirkland,WA 98033 www.cascadiapm.com 808 536 7400 360 885 9200 425 828 1008 Q z APPROX. VerI Onwireless PHOTO ^ LL LOCATION APPROX. 7, 4 '6 ¢ PROPOSED sT�Z (F_ C T ' W ANTENNA Q LOCATIONS Looking East y (N)VERIZON WIRELESS PANELANTENNAS (TYP OF 1 PER SECTOR,TOTAL OF 3) ;+ FLUSH-MOUNTED TO(E)MONOPOLE; PAINT TO MATCH EXISTING MONOPOLE (N)VERIZON WIRELESS RRU'S AND SURGE SUPPRESSOR (E)FLOOD LIGHTS-- s �s s '�SI (E)94'-2"AGL TALL MONOPOLE �i I A ). 4 � m NOTE: VISUAL IMPACTS WILL BE AFFECTED BY LOCATION AND VISIBILITY OF OBSERVER.THIS DOCUMENT IS FOR PLANNING AND INFORMATION PURPOSES ONLYAND IS CONCEPTUAL.THIS IS SOLELY THE PHO- TOGRAPHER'S INTERPRETATION OF THE PROPOSED DEVELOPMENT. Existing Proposed oa�a Prepared by CASCADIA PM Precision Program Management a APPROX. Verl onwireless t1l -C,• LL PHOTO LL LOCATION 0 J APPROX. Q PROPOSED c. W ANTENNA f ,A Q LOCATIONS Lookingt (N)VERIZON WIRELESS PANEL ANTENNAS (TYP OF 1 PER SECTOR,TOTAL OF 3) FLUSH-MOUNTED TO(E)MONOPOLE; ' PAINT TO MATCH EXISTING MONOPOLE r (N)VERIZON WIRELESS RRU'S—/ AND SURGE SUPPRESSOR r r- 6 (E)FLOOD LIGHTS y J (E)94'-2"AGL TALL MONOPOLE NOTE: VISUAL IMPACTS WILL BE AFFECTED BY LOCATION AND VISIBILITY OF OBSERVER.THIS DOCUMENT IS FOR PLANNING AND INFORMATION PURPOSES ONLY AND IS CONCEPTUAL.THIS IS SOLELY THE PHO- TOGRAPHER'S INTERPRETATION OF THE PROPOSED DEVELOPMENT. Existing Proposed oR�o Prepared by CASCADIA PM R%" Precision Program Management • CASrA A YM Precision Proaram Manaaemen4 City of Port Angeles Community& Economic Development 321 East 51h Street Port Angeles, WA 98362 January 12, 2015 Dear Planner, Below is a narrative addressing the Wireless Facility Design Standards in Section 17.52.065, located in the City of Port Angeles Code. Telecommunications facilities may be permitted on any tower or antenna support structure. Application for a conditional use permit shall be made to the Department of Community and Economic Development in the manner provided in this chapter for telecommunications facilities that are not exempt per section 17.52.020 PAMC. The applicant shall, by written certification to the Department of Community and Economic Development, establish the following at the time plans are submitted for a building permit: A. A conditional use permit application to develop telecommunications facilities shall include the following: 1. The name, address, and telephone number of the owner and lessee of the parcel of land upon which the tower or antenna support structure is situated. If the applicant is not the owner of the parcel of land upon which the tower or antenna support structure is situated, the written consent of the owner shall be evidenced in the application. The owners information is located on the application and front page of the zoning drawings. I have included a letter of authorization from the land owner. 2. The legal description, parcel number, and address of the parcel of land upon which the tower or antenna support structure is situated. I have included a title report for your review. 3. A description of the design plan proposed by the applicant. The applicant must identify whether or not it is utilizing the most compact, or least obtrusive, technological design, including microcell design, as part of the design plan. Verizon is proposing to collocate on an existing telecommunication facility that is structured as a light pole. The proposed ground equipment will be fenced with green privacy slats for screening. Please see zoning drawings for more detail. 4. A written statement from an engineer(s) that the construction and placement of the telecommunications facilities will not interfere with public safety communications and the usual and customary transmission or reception of radio, television, or other communications services enjoyed by adjacent residential and non-residential properties. This language is included in the RF Documentation letter that is included in the application packet. 5. It shall be a condition of any conditional use permit approval that the applicant shall provide certification that the proposed structure will meet the standards set forth in section 17.52.035 PAMC. Cascadia PM,LLC Corporate Headquarters 3322 South Bay Road NE Olympia,WA 98506 130 N.Nimitz Hwy Suite A-200 5501 NE 1091'Ct Suite A-2 733 Seventh Ave Suite 209 360 438 8002 Honolulu,HI 96817 Vancouver,WA 98662 Kirkland,WA 98033 www.cascadiapm.com 808 536 7400 360 885 9200 425 828 1008 IA PM CAS�� Precision Proaram Manaaement 6. A written statement by the applicant stating the telecommunications facilities will comply with all FAA regulations and EIA Standards and all other applicable federal, state and local laws and regulations. This language is included in the RF Documentation letter that is included in the application packet. 7. In order to assist the Department of Community and Economic Development and Planning Commission in evaluating visual impact, the applicant shall submit color photo-simulations showing the tower or antenna support structure with a photo-realistic representation of the proposed telecommunications facilities, as it would appear viewed from the closest residential property and from adjacent roadways. I have included a photo simulation of the proposed project within the application packet. 8. At the request of the Department of Community and Economic Development, the City may require a qualified, independent third-party review(by a City-approved consultant)to validate and review the technical information contained in the application submittals.The cost of such review shall be borne by the applicant. 9. The Act gives the FCC sole jurisdiction of the regulation of RF emissions and does not allow the City to condition or deny on the basis of RF Impacts the approval of any telecommunications facilities (whether mounted on towers or antenna support structures) which meet FCC standards. In order to provide information to its citizens, the City shall make available upon request copies of ongoing FCC information and RF emission standards for telecommunications facilities transmitting from towers or antenna support structures. Applicants shall be required to submit information on the proposed power density of their proposed telecommunications facilities and demonstrate how this meets FCC standards. 10. A preliminary construction schedule and completion date. Construction will begin as soon as all government permits have been obtained. 11. Copies of any environmental documents required by any federal agency, if available. These shall include the environmental assessment required by FCC Para. 1.1307, or, in the event that a FCC environmental assessment is not required,a statement that describes the specific factors that obviate the requirement for an environmental assessment. The site is an existing telecommunications facility and is not proposing to increase the height. 12. A full site plan shall be required for all sites, showing the location, the specific placement, type and height of the proposed telecommunications facilities, on-site land uses and zoning, adjacent land uses and zoning, adjacent roadways, proposed means of access, setbacks from property lines, elevation drawings of the proposed telecommunications facilities, the location of existing towers and antenna support structures, trees, and other significant site features, the type and location of plant materials used to screen the facility, fencing, proposed color(s), and any other proposed structures. Please see zoning drawings that were included with the application packet. Cascadia PM,LLC Corporate Headquarters 3322 South Bay Road NE Olympia,WA 98506 130 N.Nimitz Hwy Suite A-200 5501 NE 109"'Ct Suite A-2 733 Seventh Ave Suite 209 360 438 8002 Honolulu,HI 96817 Vancouver,WA 98662 Kirkland,WA 98033 www.cascadiapm.com 808 536 7400 360 885 9200 425 828 1008 0 CASCADIA ]Ply Precision Prooram R/ianaaemen4 B. Telecommunications facilities that are not appurtenant structures and that are located above the top of the antenna support structure shall be appropriately screened from view through the use of panels, walls, fences, setbacks from the edge of the antenna support structure or other screening techniques approved by the City. Screening requirements shall not apply to stealth antennas that are mounted below the top of the antenna support structure but which do not protrude more than 18 inches from the side of such an antenna support structure.. The proposed antennas will not extended above the existing height of the light pole. The proposed ground equipment shall be screened within a fenced area that will have green privacy slats. Please see zoning drawings for details. Respectfully, Angela Raymond L4 J; - Cascadia PM Site Acquisition Specialist Ph. #509.998.9015 angela.ravmond(a)-cascadiapm.com Cascadia PM,LLC Corporate Headquarters 3322 South Bay Road NE Olympia,WA 98506 130 N.Nimitz Hwy Suite A-200 5501 NE 10911 Ct Suite A-2 733 Seventh Ave Suite 209 360 438 8002 Honolulu,HI 96817 Vancouver,WA 98662 Kirkland,WA 98033 www.cascadiapm.com 808 536 7400 360 885 9200 425 828 1008 Y ven iNllr I SSS Network Engineering Verizon Wireless 3305 160th Ave.SE WS 231 Bellevue,WA 98008 Lauridsen RF Documentation Overview: Verizon Wireless strives to provide excellent wireless service for our customers with a network of cell sites that allows our customers to reliably place and receive mobile phone calls. In this particular case, we are trying to provide and enhance coverage in the residential areas in the town of Port Angeles, in Clallam County, within an area roughly located east to S Pine St., west to S. D St., north to W 5th St. and south to W 15th St.. Development of the proposed site entails placing three antennas on the existing tower. Providing coverage to our residential customers, along with continued growth in our customer base and call traffic in this area has dictated the need for the proposed site. Coverage: In order to provide excellent service, which Verizon Wireless defines as—80 dBm, the antenna height and site location need to provide a line of sight to the roads, offices, and homes where our customers work and reside. A total of three antennas are being proposed to be installed on the existing light pole, in order to provide the necessary radio frequencies supporting all of Verizon Wireless voice and data services. One key feature of the new cell site will be providing strong in-building coverage to the surrounding business and residential areas. Strong in-building coverage is often the most difficult goal to attain because of the degradation of the Radio Frequency (RF) signal through the building itself. A RF signal will quickly drop off when it must travel through solid obstacles such as tree foliage or buildings. For this reason a tower height that is greater than the existing tree and building clutter is required to provide a better, less obstructed view of the intended coverage area. Early cellular designs placed cell sites with tall towers on top of hills. This provided cellular companies the ability to cover the most area possible with very few cell sites. As cellular subscriber numbers have increased this has meant that these high cell sites have been forced to provide service to a large number of subscribers in a large area. Cellular design has evolved so that multiple, shorter cell sites, located near high traffic, high population areas are now favored. This allows for a single cell site to provide service for more subscribers in a smaller area. This ultimately results in fewer dropped calls and access failures for the user because the serving cell site is located closer providing a stronger RF signal. Because of surrounding vegetation and the rolling terrain features of the proposed coverage area, a taller height would be preferable, as an obstruction before antennas degrades or block signal levels to our customers. While a taller height is desired, Verizon Wireless would install antennas with the antenna tip height of 79' as the minimum height necessary for the proposed site to provide adequate levels of coverage to the surrounding area, as vegetation around or other obstacles at the proposed site location are at or above 70 feet. There is a chance that our customers will not have a line of sight to antennas on the tower at the proposed location due to obstacles, so this is a reason to install RRU and TMA at antennas in order to amplify signal levels at the antennas on the tower and hence improve the quality service for our customers due to degradation of signals due to obstacles between customers and antennas on the tower. Verizon Wireless has a frequency licenses in 700 MHz, 850MHz, PCS and AWS frequency bands. In order to provide excellent service, Verizon Wireless would need to install a separate antenna for each frequency band in three directions that would require a total of 12 antennas. However, Verizon Wireless plans to install a total of 3 antennas on the existing light pole in order to minimize a visual impact for the new site. Propagation Maps: There are several methods for determining where coverage gaps exist within a given network of wireless sites. One of these is through the use of propagation maps. The propagation map is a computer simulation of the strength of Verizon Wireless signals at a given height and location in the context of the network. Propagation maps are one tool for determining whether a proposed site will meet the coverage objective and what antenna height is needed to provide robust service for Verizon Wireless customers. The radio propagation tool is designed to take factors such as terrain and tree coverage into account, and is calibrated with drive test data so that it depicts a reliable estimate of coverage that would be provided by a proposed site. The propagation maps that follow show three levels of service, designated as the following colors: Green = -80 dBm, a level of service adequate for providing reliable coverage inside a building Yellow= -90 dBm, a level of service adequate for providing reliable coverage outdoors or inside a car White= > -90 dBm, unreliable signal strength, not capable of reliably making and holding a call RF Documentation for WA1 Storvik Park Page 2 of 7 Exhibit 1A is a propagation map that shows the existing level of coverage in the proposed service area in the context of surrounding Verizon Wireless sites. _1. GeoPlan e6.6.3.1 Seattle — 380514 J J Session Edit Mew Network 4ayer Aralysis —tin' t 4/de' 9C w 'w t 'R Layer Bet:;gaspweBodbm_ ♦: .,.,;. �. ., __ ,.. �_.. .. ❑M ° I iDf UDpo.sea S,ze 00 T ®alley Z®light_duty_road VEfi ■cooector_road -s �j Map Labels t VL7(®arterial road 9T 0 Map Labels V&ff secondary_highway >> [� Map Labels j VR(M major highway Map Labels ♦� I water lsdacg�'�v' tot VSff LTE RSRP , \r.. %� f>✓'r �' j '. .. if 7CL1 7jJ- VN]' Clr:RSRP(dBm) WE ewood 0-60 eaA fi I -no LTE FL CA LTE FL Time '~— cl f It, VV LTE FL Cll Ili,Z Elevation t ❑ d � ❑ o 4 RF Documentation for WA1 Storvik Park Page 2 of 7 Exhibit 1 B shows the level of service that would be provided with the proposed site. GeoPim v6.6.3.1(Seattle)--rg999514 Session Iadlt U6ew hLetwork sLayer &Wysie scale Layer Set:?gaspere8odbm ❑M ❑ I ❑M ❑M alley Tiff M light_dutyroad ❑■ Tiff M collector road Y 0 Map Labels t Tiff■arterial- d Q(0 Map Labels secandary_highway go Map Labels VY■major-highway Map Labels ,:,: �r VY�-j water 49' L i v VY Clr:RSRP(d8m) w E ewood p ri Btu<# ¢ :e,. y+ �C",, ■ >.-80 I =-90 — Lim idse+Y 1 � � f 110 JOY LTE FL CA JP Q( LTE FL Um l 1 10 g LTE FL CA _ Elevabm r ❑. g° r - -99 d8m 6-0119-0000-D2-7CLI WHITE CREEK 48-10-12.46 N 123-25-05.87 W RF Documentation for WA1 Storvik Park Page 2 of 7 Exhibit 1C shows location of the existing Verizon Wireless sites in the area (shown as red polygons on the below map) proposed site Anoeles Point Lower Elwha ECIZ HOOK Port E6iz Hook A CgW / 312 i- _ y �/YjtAVRICSEN - v T - Port Angeles Harbor 'ivilliam irchild p 5 » Angeles W_ECGEW DR +ut r ti A � r tiP,90unt.Pla�+Sartt --j �}r" _ �. _ -a_ � ,: - 392• 72 .~-� 88 _. 1U5"< i Fort Ar+geles [. 3 _z JJ a ! — Lal'son - t RF Documentation for WA1 Storvik Park Page 2 of 7 Capacity: An additional function of some wireless sites is to provide additional capacity in an area. The capacity of wireless networks is limited by the number of available antennas and the radios associated with those antennas. When a mobile user attempts to make a call on a wireless network where capacity is limited by these factors, the resulting busy signal can be very frustrating. To remedy capacity issues, additional antenna sites are added to an area to provide additional calling capacity for Verizon Wireless customers. Antenna Diversity: Antenna diversity, also known as space diversity, is one method of enhancing wireless signal to improve the quality and reliability of a wireless link. Often, in cluttered environments such as the environment surrounding the subject site, there is not a clear line of sight between the antennas and customers' handsets. In these cases, the signal may be reflected along multiple paths before it finally reaches the receiver. These deflections can result in phase shifts, time delays, attenuations, and signal distortion that the customer may experience as an echo or warbling in the signal, or the signal dropping altogether. Antenna diversity is especially effective at remedying these types of issues because multiple antennas provide several "observations" of the same signal. Each antenna will experience a different interference environment. So, for example, if one antenna is experiencing a deep fade, it is likely that another antenna in the same sector will have sufficient signal. Providing signal diversity then, is absolutely necessary for providing robust signal at the proposed location. FCC and FAA Certification: Verizon Wireless complies all FCC regulations that Verizon Wireless' antennas usage will not interfere with other adjacent or neighboring transmission or reception functions of other communications facilities or the public safety communications and the usual and customary transmission or reception of radio, television or reception of residential and non-residential properties, as Verizon Wireless will only use frequencies that Verizon Wireless has a license from FCC. The table below Verizon Wireless frequency licenses per FCC call signs in the county. service Call Sin Tx MHz Rx MHz CDMA/EVDO KNKA359 880-890, 891.5-894 835-845, 846.5-849 WP01202, EVDO PCS WPOH985 1940-1945 1860-1865 EVDO PCS PEND356-LN 1945-1950 1865-1870 LTE WQJQ694 746-757 776-787 WQGD740, LTE AWS WQGB232 2110-2130 1710-1730 Verizon wireless complies with all FAA, EIA and all other applicable federal, state and local laws and regulations. Verizon wireless complies with all FCC regulations about proposed power density of their proposed telecommunications facility. Verizon Wireless' RF Engineering Department has conducted a radio frequency (RF) emission analysis on the above referenced facility. The analysis was conducted pursuant to the guidelines and specifications provided in FCC OET Bulletin No. 65, Edition 97-01 dated August 1997, entitled Evaluating Compliance with FCC Guidelines for Human Exposure to Radio Frequency Electromagnetic Fields. Based upon Verizon Wireless' engineering study,the maximum ambient radio frequency ("RF") level anywhere at ground due to the proposed Verizon operation is calculated to be 0.16 RF Documentation for WA1 Storvik Park Page 2 of 7 mW/cm2, which is below FCC power density limit in the table below derived from table IB in OET Bulletin 65. on the page 67. FCC Power density limit(S) , Tx (MHz) mW/cm2] 880-890, 891.5- 894 0.56 1940-1945 1 1980-1985 1 746-757 0.5 2110-2130 1 The following formula has been used to calculate the power densities at specific locations S(mW/cm2)=0.36 x ERP (watts)/(Distance in feet)^2, This formula is derived from Equation 9 on page 21 of OET Bulletin 65. The power density was calculated by using the maximum cumulative power ERP of 2000W of the equipment as the worst case scenario; true power will be lower. The power density was calculated by distance of 67 ft., as the worst case scenario since the bottom of antenna to the ground is 73 ft. and Verizon Wireless has deducted the distance for additional 6 ft. , as Verizon Wireless has assumed the average people height of 6 ft. Wireless E- 911: Approximately 230,000 Wireless 911 calls are made every day nationwide, and this number continues to increase. (source: CTIA, the Wireless Association) Wireless E-911 service depends on reliable signal strength and a fairly dense network of antenna sites in order to function effectively. Because of our federally-mandated obligation to provide wireless E-911 service, ssignal reliability is paramount. Using multiple antennas with spatial diversity is an effective way to decrease the number of drop-outs and lost connections to ensure that coverage in this area is robust and reliable. Summary: In summary, the proposed site with an antenna tip height of 79 feet would barely meet the coverage objective of the subject site. The height of the proposed antenna and the three antenna array is the minimum required for the effective functioning of the proposed wireless communication facility, as vegetation around the proposed site location is at or above 70 feet. In addition, Verizon Wireless plans to install a total of 3 antennas on the existing light pole in order to minimize a visual impact for the new site. Sincerely, Renald Gasparovic Verizon Wireless RF Documentation for WA1 Storvik Park Page 2 of 7 r CLALLM TITLE COMPANY 204 South Lincoln,P.Q,Box 248,Port Angeles,WA 98362 Phone: (360)4$7.2000/Fax: (360)457-9330 f Order No.: 118534 Customer Ref.No.: WA 1 Lauridsen Prepared for, Charge: $ 200.00 First American Title Insurance Company Sales Tax: $ 16.80 s 11400 SE 8th St.,Ste 250 Total: $ 216.80 Bellevue,WA 98004 Attn: Ann McAlister RE: Property Address: 1303 W.8th St. Port Angeles,WA 98363 By: Brenda Smith.Title Officer For Service on this order call: (360)457-2000 (FAX)(360)457-9330 (Email:brenda@clallamtitle.com) LIMITED iLIABILITX CERTIFICATE This is a report as of August 28, 2014, at 8:00 a.m., covering property hereinafter described. The information contained herein is made solely for the purpose of determining the status of the property described herein, is restricted to the use of the addressee, and not to be used as a basis for closing any transaction affecting title to said property. Liability is limited to the charge made for this certificate. LEGAL DESCRIPTION: i Lots l through 20,inclusive,in Block 153; Lots 1 through 20,inclusive,in Block 154; Lots 1 through 19,inclusive,in Block 243; Lots 1 through 20,inclusive,in Block 244; f ALL in the Townsite of Port Angeles,Clallam County,Washington. { Situate in the County of Clallam, State of Washington. VESTED IN: The City of Port Angeles 1 I { E 1 yi l EXCEPTIONS: 1. General taxes,as follows,together with interest,penalty and statutory foreclosure costs, if any, after delinquency. I TAX ACCOUNT NO YEAR AMOUNT BILLED AMOUNT PAJQ 063000 015350 2014 $1,441.63 Paid in Full t Property ID No. 82543 2>eservations and Exceptions, including the Terms and Conditions thereof. �./Reserving: Minerals Recorded: March 29, 1944 and Sep mber 7, 1961 Recording Nos.:2107 9 and 329609 reservations and Exceptions, including the Terms and Conditions thereof, Reserving: Minerals Recorded: April 12, 1971 Recording No.: 402339 Lease and the Terms and Conditions Thereof. Lessor: City of Port Angeles Lessee: VoiceStream PCS BTA I Corporation,a Delaware corporation,as agent for Cook Inlet VoiceStream PV/SS PCS,L.P.,a Delaware limited partnership Term: August 1,2000 and shall run for five(5)years terminating on July 31,2005.The City and Lessee agree to enter into two five(5)year renewal terms of this Lease,provided that Lessee shall notify the City no less than 180 days,or more than 210 days,prior to the expiration of each five year term of its desire to renew the Lease Dated: April 12,2000 Recorded: July 11,2000 Recording No.: 2000 1049410 Affects: Lot 11,Block 154 y 5,/Zoning Lot Covenant imposed by instrument recorded on June 26,2012,under Recording No. f/ 20121280582. Memorandum of Master Prepaid Lease and Management Agreement. 3 Lessor. T-Mobile West Tower LLC,a Delaware limited liability company Lessee: CCTMO LLC,a Delaware limited liability company Term: The MPL and the MA each have a term that commenced on November 30,2012 and shall terminate or expire,with respect to the Site,on the Site Expiration Date or Technical Closing Date,as applicable,and as determined in accordance with the MPL and the MA,but in no event later than December 31,2049 Dated: November 22,2013 Recorded: April 2,2014 Recording No.: 2014 1306666 j Affects: Lot 11,Block 154 i } • i TD Fld March 29 1944 � 21079 tl- March £9, 1944 #31.43 2i,2S(Cityr of Port A gelee� Win.` Gilliam As Treasurer of Clellem County City Ok port Angeles a 01tBoUl(21.) and (12), Block (1631 Townsits of Port Angeles. Sold subject to Chapter 143, page •365 Lays of 3.929 Wm. County Tressurer 0 ORP SNAL oow March 89, 2944, Wm. Gilliam, Treasurer 6f CCW, bef Clyde 1. Shore, Co. 01x and Olk of the yup. Court of OCW, by Julia Vasilatos -Deputy Clar$, Sup; Court Beal. - i j� ' 1 V 1 1 Tr. Deed Fld Septegmber '7 1961 329609 Iugwt 25, 1961 $29799.4 c,11100(00 Treas) i Robert J. Mark, as Treasurer of Olaliam Jaunty, , Cit of For,. Angeles, Fort Angeles, Dash. $2,799:71 DESCRIPTION LOT OR LOTS BLOCK l JQWITT OF FORS.A ft3EE►89 ° 3 99`1 " 11 and 16 114• `J ` 1 114 ! " Horth 1241 Z 1251 of 1 and 2 .140 1T to 20 ino. 153 f, / 1 -to 2 Ino. 154.x/ " North 1 10 163 � I " 10 242 e 1 and 2 ' 243' " 12, 13 ' ,d 14 and 10 24)! 99 and 10 24� " . 1 and 2 " 5 -and 6 245 " 14 , 24 '' " 11 to 169 Inc. 253 n 9 and 10 255 1 3051 1 to 5 Ino. 307 " 9 and 10 . 14 and 18 30q f' :y:•. . . .� 10 311 1 to 6 - . •" : 2 to 4 Inc. 314 " 11 to 13 -,Inc. $1 5 to 10 Inc 3 '< 13 and 14 441 N 1. to 6 Inc. "3 -13 to 20 Inc. 443 " 7 and 8 n 13 to 17 Inc, #4� " 23 to 18 Inc.% 451 ca .. . =,s ME Std...T�� ,fir�4z MAT Mgm " Lots 8 and 9 A PUGET SOUND 00-OPERATIVE COLONY'S SUBD OF THE i IM311E,OF PORT ANGELES " East Lot 5 15 SAL RRSERVATION . . , Sold subject to Chapter 143, Page 365, Laws of 1929* xwi ok m w w .r r r r r r w w r r w • r - r r r .. - - w s w r s e e r i i t f elm i �IMpf ►or Kaoemtrs vsu, ' WNOWAI aT"WDWMW*1 Ind far Amew4 st Asgaort aA i Aif l • 4023LID i . Pees LBO TBZ GaP1,1 t s WRt m GuNO AND WRIT LIGGET GM, HIS W9FF PLOW AND ON DA'T9 Of ACQUIRING TITER AND OOER04 BUND III AND MMY THEO GUND, HIS W111, qj%MmjmMFM OP ACQUIRING't1"TL8 T9X MLARS AND OCHER VALUABLE CONSIDERATIONS L;oeaA earners + CtTY Of PORT ANGt:LES der to mW. ead auft daedes Ls fie e'LNm s of CLALLAN Wadi": • r�L®YS 1'S'r t%# 1% AND 16, BLOCK 1531 �J ACTS 1, 4i S, 6e' ', d, it, 180, 11, 14•; 15 AND 16 1N BLOCK 8441 { �:,uL.W#u•5'y 4, ej, 6, 3 0 11, 15 16, l?, Am 1R, IN BLOCK 243, AL ,TN8 if&tikr% OF POiLT AkL:us, ;LALLAM COUNTY, WAS"rWTQN. This Aeesd dopa not apply to mineral rights ahteh are nor Domed dry 6s:raneor. Mted this �► e Bey of APM, 1971 K-�i .07 CLALIAM C0111M A TWISACTICH RASE TAIL • i'AID �-PR 1•$•1918 INMd t>tiLs 35th &W d xarah,•1171, ~ F'J IL Np • O:0h*FvMWW "&WW aou cu and vm uc=rr am r� om tbW �,," os iet tis Y W dye LpeB.ided a• to red v6r eue�nrri do skis east f %MW j g yet �dee 9m*a their Msr dn1 eeeebobw set er1 +w nd"wpm do& +rl. • ., psi►�eq►ls.lsrfei/La,Lerldds,tS!#t � 'Lw1A7�; 19?1 . dj�j� ."•a,,'t�'.+ j tj a Jterse+Y tt sN(W4w Y j t 1 .. .s ' iy'A'1�dF CAtJptDW�TiII, tv ObtW ,y Ae�j1--� J�1a;r�rriNrW.wrl.J�a . >4�I ..� Dlane lkgaJ%en ell sommeaft Jss�wtrrxmi6fArB.ae+�t�r� ""`-'Mlbwlfbira�mrN +e+RO'edfoNMf�l �• d��'�WaewF i Nb asIJIIW�i�'1lSJr6t07�!R.w 8nttirlar+d a!W 1 w+i r/Crrif*!s�4W ird WsR,••... �iwtlfp�L:$1R�Lrnnet�tnn w.�adpnrW� a t •., l+�r6aataltln� - t tanwwrrnwnw ditiessee OC A >fofylrlRe,b�ut.�t aob. ! Itte"U n .twwo.ntrvxrr+rw yyda►x '�W 711.",''•�rs�n�+•r��a� � � •'•'•.. � ' ftfiFmtiiE�Qi1E�9�S� • -A Wo +a'ta acr f-;T RY/7gi(A tO NNMV�NNi1f�Il�jy.••+' •:1� - 7�1+�•. - • u if $�•". .•►36J!i .'J a r �r .:r .f� f . f� .i, .3• .v+ ?. �:f-, ! • 'S•jr ,t\'- VY tf�]i�,�JJA.J74/12-J'•'k't'tT a.._... .a._ .•........................�.-...-nom,-.......,-,r.•.+.-.�-..- -�...•.,......•.w..•.•...--........».-.—..... .... . • Ott '' j)S ' ~ •' . ! 1 1 1 , 0 1' ,,'.IW Yrs •''•.•111 • ,. • 7 1 • ' •1 • '•w, �� 7.1..M101i'Y� •F•, f,•. X17:Y,+ •e'✓ .• •• �. • '.r .. •''�•'•+ { 1 1 FILED FOR W72tD AT TA FEOUES7 '. 2000 1049490 c :�.1:�:, Zrcfl JUL I I�S; 19 F'aEPI FQAI'4►l, tiL T X CLA L.. i GW Y. SR. TY DEPUTY RETURN ADDRESS: City of Port Angeles, P.O. Bax 1150 Port Angeles, WA 98362 DOCUMENT TITLE: Antenna Lease Agr, ~ t REFERENCE NUMBERS OF RELATED DOCUME� 1 LESSOR(S) : CITY OF PORT S LESSEE.- (S) : VOICESTREAM CS, P. ,a Delaware limited partnership LEGAL DESCRIPTION: _ Lot 1 0 54, Townsite of Port Angeles, Clallam County, Washi n ASSESSORS PR CiELJACCOUNT NUMBER: a i R i e i i Antenna Lease Agreement ; THIS ANTENNA LEASE AGREE ENT, herein referred to as"Lease", and entered into this I `�'`day of v ,2000 by and between the of Port ! Angeles, Lessor, herein referred to as " City", and VoiceStream PCS BTA I C oration, a Delaware corporation, as agent for Cook Inlets P SPC P., a Delaware limited partnership, herein referred to as"L sus ` IT IS HEREBY MUTUALLY AGREED BETWEEN THE PARTIES A WS: 1. PROPE13TY, Port Angeles herebY9 rants a nonexclusi I se to essee for 9 property located on the following described property situated i a , State of Washington, to wit: Lot 11, Block 154, Townsite of Port Angelesm ty, shington. Situated in the County of Clallam, State of sh ngton which shall hereafter be called "the Property", pr ' ' ed, howe , that Lessee's use shall be limited to the area as shown on the attached Ekb t A, shall hereafter be called "the Area." 2. U$E. The use of the Area sha imited to construction, maintenance, and operation of a Personal Communication S ste S)facility as described in the attached Exhibit B, together with associated n s by Lessee. Said items shall be considered "the Antenna Facility" a of said area shall cancel this Lease Agreement. The City grants Levee r bl ss to the Area twenty-four(24)hours a day, seven (7)days a week an uti it cessary to operate Lessee's facility. 3. TERM. The term a reeme t shall commence ,2000 and shall run for five,(5) yeterm ting on ,,,r, 2005 The City and Lessee agree to i to five year re I terms of this Lease, provided that Lessee shall noti e n an 180 days, or more than 210 days, prior to the expiration of e v ea of its desire to renew the Lease. 4. ase I pay rent in advance to the City annually in the sum of Nine Thousand Doll 000. ). The rent shall be due and payable annually on the anniversary o cement date, subject to the adjustment as set forth in Section 5. Paymen a a payable to the City of Port Angeles and sent or delivered to the Property M ager a t e City of Port Angeles, 321 E. 5�h Street, Port Angeles,Washington, 98362. 5. DJU5IMENL On each annual anniversary date,a new annual rent will be s blishe Failure on the part of the City to establish a new annual rent by the Iv date shall not preclude the City from doing so within 60 days of the anniversary nd collecting such back rent from Lessee. At the City's option,the new annual rent i be established using one of the following two methods of adjustment: ease Agreement P of o k1V0ICEt9TREAM.BP.wgt,�au,,xoo awn j L 1 II 1 a. The rent schedule will be adjusted annually on the anniversary d to based on an annual 4% increase or the preceding calendar year's "Consumer Pric n x, All Urban Consumers, US City Average" (CPI), whichever is higher. In the ev��i t, CPI ceases to be published,the City may substitute such other comparable cost of ling Index as then may be in publication by a comparable governmental agency. . OR i b. At the beginning of each five year renewal term, thes rent 'I e adjusted to reflect market rent. If the Lessee does not agree wi the adj t d market rent, the Lessee may submit an appraisal done by an Ind me ent 11 d appraiser at Lessee's expense. Such appraisal must be submitt h ndar days of notification of the adjusted market rent to be considered by h will accept or reject the Lessee's appraisal of the market rent based o i forma' ev Is to the City. The City's acceptance or rejection of the Lesse ' ra lis fin I and the City shall { notify the Lessee of its decision in writing. If Less is o tim u d an appraisal,the adjusted market rent is due as determined by th ity and a ovided in this Lease. 8. LEASEHOLD EXCISE TAX, The Less a hall pa ' advance, together with annual rent, the required Washington State Ieaseh s tax as set forth in Chapter 82.29A RCW as now or hereafter amen , which tax is currently 12.84%. 7. FAILURE M PAY.Any failure top nit or any amount due in Section 4 or 5, or any other amount to be paid by Le e n e terms of this agreement, shall be considered a breach of contract and all tr a City to pursue all remedies legally available, including the right t rmi a sl e. B. LATE CHARGE. a. in the event the L s ee Neil `to ake any payment of rent or any other payment due hereunder upo t e da us,t e City shall be entitled to collect from the Lessee a late charge equal o ix e f the delinquent payment. b. Any y re o other payments received after the date due under this Lease shall s ect additional charge of the highest interest rate per month permitted by R 2.0 Acceptance of late rent payments or any other payments by the City fr e e after any breach by the Lessee shall not constitute a waiver of any sucl other breach. 9. a. event Lessee shall violate any term or condition of this Lease and Lessor he en no In writing to Lessee to cease the violation and comply with the terms of 's and Lessee has failed to do so within thirty (30) days of such written notice, s r terminate this Lease and reenter the Property. ! 1 a se Agreement P of g � I1111010E91REAM.$P.vrpd,wa a sm asewl � i I 1 i b. Lessor may terminate this Lease without cause upon one year's written notice. c. Lessee may terminate this Lease without cause upon eighteen (1ionths written notice. \ i d. Lessee may terminate this Lease upon one hundred twenty(120) d s written notice In the event that Lessee cannot receive and transmit 360 degrees from th rea as defined in Section 1 for reasons beyond Lessee's control. In this event, ee 11 be entitled to a pro rata refund of rent less any damages it may have cause i e. Except as otherwise provided herein,this Lease may be in ithou y penalty or further liability immediately upon written notice, If the P or Ante na Facilities are destroyed or damaged so as in Lessee's reasonabl bstantially and adversely affect the effective use of the Antenna Faciliti rh v t, all rights and obligations of the parties shall cease as of the date of th amag de ction, but Lessee shall not be entitled to the reimbursement o en pal Lessee. f, Except as otherwise provided herein, u terminate of t is Lease, Lessee will return the Property to Lessor in good, useable co ition, norm I r and tear excepted. Lessee shall be liable to Lessor for any deficiency' rent a associated leasehold tax for the remainder of the five (5) year term or any . Lessor's failure to use remedies provided herein shall not c titute a wa y Lessor. In the event of termination of this Lease, Lessee shall r e the Antenna Facilities from the Property within thirty(30)days of termination,exceptt t, t the City's option,ownership of the pole or tower shall transfer to the City. / 10. INDEMNITY. Les shall� d, ip emnify, and hold harmless the City, its officers, agents, employees, ffin o r om any and all claims, costs, lawsuits (including but not limited to reas a neys fees), damages, actions, or liability whatsoever which may arise r i Le 's use of said property, or from the conduct of Lessee's business, or from ny act' ork or thing done, permitted, or suffered by Lessee in or about a Prop Th regoing promise shall include, but not be limited to, claims of radi eI i , o t owave interference, antitrust violations and anti- competitive a b ' ue o falling objects such as antennas or attachments of equipment an a he ed premises. Lessee shall not be responsible for the sole negligenc is ct of the City's agents, officers, employees, and volunteers. 11. The Lessee shall procure and maintain for the duration of the Agreement raq a nst claims for injuries to persons or damage to property which may arise f m or n connection with the Lessee's operation and use of the leased Premises. A. Imum Scope of Insurance see shall obtain Insurance of the types described below: i nGMet Pig of 8 ICEBTpFAM.�.wpd,aic�at mp itMw, I 1. Commercial General LIjjbft insurance shall be written on insurance Services office (ISO' occurrence form CB 00 01 and shall cover premises and contractual liability. The City shall be na as an additional insured on Lessee's Commercial Gen bility Insurance policy using ISO Additional Insured-Managers essors of Premises Form CG 20 11 or a substitute endorsemen\ roviding equivalent coverage. i 2. PEg ee insurance shall be written on an all risk basis. i B. Minimum Amounts of Insurance Lessee shall maintain the following insurance limits: --' 1. Commercial_General Liability insurance h II be en limits no less than $1,000,000 eacho +rr $ , 00,000 general aggregate. 2. P=ee insurance shall be '/r en covers a full value of Lessee's property and improvements It .Ijo coin ante provisions. C. Other Insurance Provision v The insurance policies are to conta be endorsed to contain, the following provisions for Commercial Gen bi urance: 1. The Les 's i r erage shall be primary insurance as respect thif Oty. A I rance, self-insurance, or insurance pool coverage main alae he City shall be excess of the Lessee's Insuran scontribute with it except for claims and injuries due tot sole m6gli ence or misconduct of the City. 2. s �ance shall be endorsed to state that coverage shall ce ed, except after thirty (30)days prior written notice by ed i return receipt requested, has been given to the City. D. Acc ty o surem Insu b laced with insurers with a current A.M. Best rating of not less tha :V11. i on of Coverage ease all furnish the City with original certificates and a copy of the amendatory orsements, including but not necessarily limited to the additional Insured e sement, evidencing the Insurance requirements of the Lessee. 1 se Agreement �J P Of \ A:NOICE$TREAM.$P.wpd,rw.x'smmrPw D s t i i F. Waiver of Subrogation Lessee and Landlord hereby release and discharge each other from I - I 'm� losses and liabilities arising from or caused by any hazard covered owe insurance on or in connection with the premises or said building. This re a shall apply only to the extent that such claim, loss or liability is covered by i ance. 12, NOTICE. Any notice required to be given under this Lease ssOg. a med given three(3)days subsequent to deposit of such notice(s), properly add a; 1 the United States mail, postage prepaid, sent by registered or certified I nefl, ably recognized courier service, return receipt requested. TO LESSOR: City of Port Angeles Attn: Property Manager 321 E. 5' Street P.O. Box 1150 J Port Angeles,WA 983 TO LESSEE: VoiceStream PCS B'% I Corporat as agent for Cook Inle �ss PV/SS PCS, L.P. Attn. PCS Leasing Admi 3650 - 13181 ftnue SE, Su Bellevue,WA0 6 W110A•CU►ZtbNA-L. Cn1�f ,r13 GA-L Dt`�'Ac�Z►"+ R �rT jSk�� 13. RESTRICTJONS ON USE./ hbv7L.e ss a. Lessee shall conf to /r 'm I ith all applicable laws and regulations of any public authority cti h roperty,the Area or the Antenna Facility and shall assume an is uch compliance, including any fines or penalties. b. This Lease does t gra # L ssee any zoning or land use approvals for the uses me i ed a in. see shall obtain any and all land use and zoning approv I a for Its operations, including but not limited to, pe i structures, towers, and antennas. c. Le of a debris or refuse to accumulate on the Property. d. Les al o lace any advertising or other signs on the Antenna Facility with expr written permission of the City, which permission shall not b As ly withheld, conditioned, or delayed for signs required by any ag cy. e, a colo f any poles or towers that are part of the Antenna Facility shall be pproval by the City. 14. ION&ADDITIONS Lessee shall not make any alterations,additions, or ' vem s In the area except for routine maintenance, without first obtaining the e ent of the City. All alterations,additions,and Improvements shalt be at the sole n ense of Lessee and shall become the property of the City, excluding antenna equ ent, cabinets, and related equipment, and shall remain in and be surrendered with n ase Agreement Pa at 9 k WGs:ES7RLAM.BP.wpL.weua.moe,tapy i the Property without disturbance, molestation, or injury at the termination of this Lease. The City will cooperate with Lessee's efforts to obtain utilities, electrical power, and i telephone services necessary to operate Lessee's Antenna Facility. If Lesibet shall perform work in the Property with the consent of the City, Lessee agrees towith all laws, ordinances, rules, and regulations of the City and any other authorizethority. Lessee shall be liable to the City for any damage or loss caused by its agents,Citloyees, or representatives to the Property and to any other property owned by the y. 15. AODITIONAL RIGHTS TO THE PROPERTY. Lessee shall n co- locator to use the Area without the City's consent,which consent shall a reaso ly withheld, conditioned or delayed. Lessee agrees to work in ao fait t allo 11 prospective co-locators to locate their facilities on Lessee's tower p u t to a aeon le sublease,provided that such co-locator's facilities shall not interf it s facilities. In the event City decides to withhold such consent,the City sh L notice via j a written explanation within ten (10)days, of such decision. 1 e City s c nt, a co- { locator's equipment placement in the Area shall be li ' to ee's r or monopole i structure (excluding cables and related appurte des and -o or's ground space needs shall only be met through obtaining a gro n lease w he City. 18. OPERATION OF EQUIPMENT. Less all Inst , perate,and maintain the Antenna Facility in accordance with all applicable I a lations so as not to cause interference with any other radio, unication evice, computer, or television transmitting or receiving equipment, locat the Property with rights of use prior in time to those of Lessee under this Lease. 17. UTILITIES AND The City has no responsibility for maintenance or for security the i e is placed upon the Area by Lessee. Lessee shall have the right to in nva u . es,at Lessee's expense, and to Improve the present utilities on the premi I ng, but not limited to, the installation of emergency power generator e I provide for the installation of separate meters for utilities used on the Are 18. The City represents that It has no knowledge of any substan Ica ste (collectively, "substance") on the Property that is , Identified as to or dangerous in any applicable law or regulation (collectively re to szordous Substances"). Neither Lessee nor the City shall Introduce any bst on the Property in violation of any applicable law or regulation. T rti ll defend, indemnify, and hold the each other,their agents and employees fr and against any and all claims, costs, and liabilities, including reasonabl ttome s fees and costs arising out of or in connection with the cleanup or restoration he r perty associated with to indemnitoes use of such Hazardous $ u t Leabs igation of this section shall survive the expiration or other termination of ASSIGNMENT. Lessee shall not assign or transfer this Lease or sublet all or 0 of the Area, without the City's prior written consent, which consent may be wit J d or granted at the City's sole discretion, provided, however, that Lessee may \ rise Agreement of I 1 I assign or sublet with the City's prior written consent to any party controlling, controlled by, I or under common control with Lessee or to any party which acquires substantially,all of the assets of Lessee. Prior to such assignment, Lessee shall give written notice to a ity of the names and address of such assignee. I I 20. yam. In the event of suit to enforce the terms and conditions of Lease, j venue shall be In the Superior Court of Clallam County, Washington law shail y, and the prevailing party shall be awarded costs and reasonable attorneys' fe 21. SUCCI SIGN, This Lease applies to and binds th ucce , executors, administrators, and assigns of the parties to this Lease. 22. NON-AU6QHMEN Lessee shall not cause or all nX attach to the Property. ry 23. ENTRY. The City, its agents, officers, e d volt teens, may enter the Property at any time for the purpose of condu inspecd mpliance with this Lease or to conduct other business associated wi he operat' of the Antenna Facilities. 24. COMPATIBLE-USE BY CITY, The Ci r erves right to use the Property for purposes and in a manner that are compatibl a of interfere with Lessee's operation. 25.MISCELLANEOUS, a. The substantially prevaili pa n litigation arising hereunder shall be entitled to its reasoble 's f s and court costs, including appeals, if any. b. This Lease constitufaahe I agreement and understanding of the parties, and supersedes offer otiations and other agreements. There are no repress o s nder ndings of any kind not set forth herein. Any amend n i, must be In writing and executed by both parties. c. If a to is a is found to be void or invalid, such invalidity shall not a re i g terms of this lease, which shall continue in full force and effe p 'es shall agree that if any provisions are deemed not epferm,ab ey shall be deemed modified to the extent necessary to make f e. d. er s who have executed this Lease, represent and warrant that they r uthorized to execute this lease in their individual or representative city as indicated. 1111 Lease Agreement Of 9 A:1YdICRSTREAM.SP.wpO,rAea nm axw i i 1 i I I e. This Lease may be executed in two counterpart copies,each of which shall be deemed an original, but both of which together shaft constitute a single instrument. GATED this,.— day of 2000. LESSOR LESSEE CITY OF PORT ANGELES VoiceStream PCS BTA I Co ra as agent for Cook Ince �, p�..�ar?j►p�'��,, PV/SS PCS, L.P. Vt.) B �: By. Its: r STATE CS'F"VC/A 14iNGT0N ) ss. COUNTY OF CI.ALLA►M } �-- Orl thi day of , 2000, before a personally appeared me known to be the�, f r the Ci of P rt A icipal corporation, that ex uted the within and foregoing instrument, and Bio I d e e said instrument to be the free and voluntary act and deed of saicitmuni al ion, for the uses and purposes therein mentioneddIAlifr th stat w authorized to execute said instrument. SIR GIVEN iai se d 2000. •� TAR P and Stat o Was ington, r residg at; My corrxnisblon expires: STATE O G ) COUNTY OF ) rr is d of ��r``�tc.E. , 2000, before me per nally ap eared , to me known to be the oiceStream PCS BTA I Corporation, a Delaware corporation, as age k SS PCS, L.P., a Delaware limited partnership, th scut with rl�trument, and acknowledged the said instrument o t free d voluntary act and deed of said corporation, for the uses and purposes ei tioned, and on oath stated that he/she was authorized to execute said i r ane l i � a of 9 as Agreement j`��✓✓ i � AIYOICEBTgENABP.wpd,r.a.r�morrree.wr I GIVEN unto my hand and official seal this day of 2000. i i (] �.�...• (tn�NT• NOTARY PUBI. Kd fo he Stake o! s n, residing at: cso7ahty ''=� My commission expires: — A1VQfCESTREAM.SP.wad �A, :;v,;., o, Merinda S. Felton 0,0 wASN`xx,, 0J./ t i i I i i I i i \ ease Agreement IJ Page of 9 11 Il ICHSTf:PJHM.SP,wpd,waa,mmaarv" 1 1 r r G�3 Ilk J Y r ♦ .- r� r ` 4 y` [q sMBrcn z PCs ARM Moto= w LOW El`MQA110N ,r \ 1 ` f - l S„ ,, ►�Lam/�� `♦ L!�iOsRf a van __�4.fare O�i(y��Y faW7 \ \QYb COMM 4�i(fes 9154M mNp�O[�ON� � r j• ONC 11-pi-oy 1\ V r Deem K OC +\ R � � Kl+tU •!1^ `l O REFER TO 94Wu-2FOR SITET \ E PIAN ♦ s + � SRE KIYBEA 5E-6115-C r SiNNE PWK V om r s sr. !OR IBB$M H RA 1 a-1 Exhibit W Page 1 of 2 I r� Exhibit Page 2off 2 ages 2 2 ED N 9:!M=sa r as a sa b t ot'A9 —•s...w ®�+�M►K Y•a�•st.sena rosr�e m ar eY� t tr1 ID K R Merum to MDV .e a:t w�}.^.r.e+m.w•..n i— A!^N1E0 ON 6 W Sf0lS W wem�Ip...rM r...emr •w m•.•.r>...a Ma or Naa anal +SITE NOTES Comroupj=N'SNEER FROM RF.EMONEfR. r. 71EClM< 0m Zv ar a r�� a.dwft M sort lk -OM A , map tt..pl.0 I R.+OK I GRC700 R.a6 ( NOIEt FIMNU E ANO P 1 CI 06 REVMM VOODW Y[A IYSQAN YYIYM CMZVWMR RM MUL � WaxAsmN 3PEM W TO GOOM AMR OF 0— PAM e _ Kano ��IJ`u rr• 7K � !/a; IMn1R� SfTE PIAN �`� tri�ir mme l r� i I Exhibit "B" Page 1 of 2 CTloll � -Men FTEs — 0 a " ,7 am. o =""�=� •� i6 O.syr�.�p�M+O.IVR - f�OrrP��O pV�R�OI�AC�p MPR yrOr•MM V.YOM O��W� t�trlP 9/wwP wu��R ~ 13• 4,4 r .PR�Ktl bMIY r ra.r+s RFOm JOm1f1ElO^rAWO-1900 M4 Y y '`RRO won rl9lo avmnrnA NA DETAIL 4 �rP4••�•�•••R��•• �, 4 ME IX.-T-trr vk0maLwAm dcumomtt m s Pusrira m t � • �, t�.urlwr r,.r..r aePa_v.w... ..,,.... HO.E' !OX £y 70A• $,t EQUIPMENT ELEVATIOF! 3 ; a 0 1 s a v o # SYMBOLS A ABBREVIATIQNS p W{ P O -T- FELE ►+1•�s.(�, POEM it Or/4tid 4 GRO010 WSW 9rA 09110fir�~aM 1510 IIL ilU 9fnM AP RM CUMC9 190" C'OifKW.U6LE 1R�fOR box OKXOG 9�1 O A NOMA K l9si V6�99 sis,760 196- Al .9MIDOA UWK NO. mm Tf-0f-.96 9m no um FYRA+C 760 18i CEWTV"E WON fr.RK f - ----• o9snNc waw 97:m I l 1 1 1 y s / P;q 8' � 3 � �• I r�+a� plEt'F r I o YJ.F. VERIFY F — i15—C 2r sa: a • • t . n CLUW= CLEWA E bL�00PlD fN Of1OOw! R EIIRm E tl NT N L- '. WEST ELEVATION f R. 2 1 �r Erdlibit "Bu Page 2 of 2 BATTERY CARINE? ,,_CIFICATIONS r ri r wemeo eooe rye iq} j e.el aar, b 3 sw In r 3 {` bROnt \� r� T�:!9.-;.y`.•'.• �1bIQi91h1�1dpPGlLm oew o.1.+As+ -••ae..t j/'``�\ - vat es 91U.�tR pt wHtl�) aaa p} Ji s0.•' t71.1t>1.pmtm TIMEr wx me mel) * W j mm Cam Sim IRrIUE ADX4Vtev RK MM mor enc lrT we. �. ae e�cr sr�t r®.I.aao. R woa+ec TO oRce+u CPA=-r \ dn.odz/o IBM=ow ra so emlm Q coltll*cmm m m.l wx •\�esall/o.IRE umu c R" NOT USES i 6 15SIT E T �,,,t W 14 Rpt m SiMF �p�p :tim v/eym elr nfi2$G�nnIR-� abm avw 2 8. rel per, \.� bRyw eereeec t bi �' meal► U AW _ as 1-6 Wmp it gm fid :.s•.�....�........+......,.. o� °> axnw sac NOT H12 ELECIRIC/'rELCQ TRENCHMUSHROOM m=>•"� 11 mt tC IBA m ftlrs 9 e5 CABINET SPECIFICATIONS t+ mrsnwa ► •a �— �rlwM Imt ej)r pl1 'e ®� m du ®rtlell>•t07vYn �e�w � ' '� rra r s>m �e fr "m—�� m r e• ltlDd huffid f 6iv Pet ® ®va.vR _mow �s 1tifa�4Ww m7! • mrM4.Yrtr.+Tw r mtQ/R tl¢•S IOWA W5.bIe WE any Ims aim It-m-ag mw\wY�..e.we� 31, i n ®4/�l rr• »ar nNlll BR JAi {� Do �__. . Y. m fi°!1°e lyl 1 b®Im x f16 41 1,11 ®m om FENCED Y�+VE as A —L eae.�me ...,, w' w. J #4 002' W 2=PSI CONCEM Rlcns o-)a e-1 ID f14Ts a-2 DR e-a _ RYvi1Dx01CCr - )W . w — S N5 C UNWR 1 lmir— 4-- Ja--N etuaw 4R ar[ ea e♦ b - COMOMMKM owl L_J � „ a l r Or ri WIm10 s rr t SS VAD N/IC2r WW R'Oo� 27 SY 66R� t`Wk 1rt eos compsnm rs cmiseD re a er„i eYw`�a6 rrr Sam 1010.Imm m ws VIEWV*Cf .iwlwnv" F1'jl�a m• - d t S P TB 8 3 FATS CABINET ELEi/ATION 2 ITS CA ERIN T—E1(ATION i i e.rr«Iw�t�wrr.w.rrler... •1 -11 When recorded return to: ZOiz-3280882 Pape 1 oP99ee111 Prpptot covenant f C:{ Gt0r1awnGountvCKashInpton 06126/2012 10:84 42 AM mill ATI PD111111#ti°i1M1'''lt WI V 111041A.*31411111 ZONING LOT COVENANT xW'E the undersigned owne (s)of the following described property: (insert legal descr•rodon, address ff available, and Ass mor's Lgeel.%mber1 .,, `'��,• ; 0630 00 o 53, 00 � ~� w. 0(.0 50 �% oto30 CO 024 400 -" N 0(.030 00 024300 '�;�_.. do hereby covenant that said property shall be desi�.�nated as one zo ' itat edf'titi%n•Section 17,08.130 "Z"of the Port Angeles Municipal Code. This covenant Ates one*pa buifftg lot mkgh mLy only be removed through compliago C58. /RCW regulations)(subdivision and/or the City of Port Angeles pff sd divist m TegdatYons (Ordinance No. '2222,as amended), f i d successor(s)in This covenant sbatl be binding on the owneJ(s),h ' s),essign(s , j ' + interest and shall be filed with the County Auditor's 01 �'T.�as cow t is for the mutual benefit of said,owner(s),heir(s), assign(s),and successor(s)itr~its , d is for the fiuther purpose of compliance with state and local laneiiik.and building regulations. This covenant may be enforced by injunction or other lawful procedui'e,�hd covenant by the recovery of any damages resulting from non compliance. `,, :DAUD this :�.�.W �Olalt Print Name. `1 (owner Signature) ^7 •� (Owner Signature) Phone: K l? �.�..T`_•,� hs?.?�.�'' STATE OF WASHNNO• C 1 COUNTY OF CL,ALLAU (, _J 0 4 r► t14r16 ,Notary Public In and for the State of Washington,do hereby i certify that on this 201k;personally appeared before me Y Q� }mown to me to be tho individual(s)described in and who executed th!�*dtio e d acimowledged that _signed and scalod the some as Q. 6 ee and vol act al dusd for the purposes herein mentioned. Pr � MY AA'3t AND oFF7C1AL SERI.this�o day of f Wary Public ! �''�,,�^, plate at 1NcaiPlrtgton r N ARI PUBLIC in and for tltdtate of ,/JOANN S VICKERY Washingtm residing at Port Angeles. 9A$amneAt Expires Nov�! .2014 4w VIA- 4 IF I V Y� p20�A I of 6588 Lease 4Id { Rap�btia Titts Glatlua{m oc"ty Washington 4'4CA/0212ei4 12.36:35 PM ry Bill i Return Address: OLD REPUBLIC TITLE 530 South Main Street Suite 1031 Akron, OH 44311 D der#01-1305417"3R PleanZint or type intonnation WASHINGTON STATE RECORDER'S C. r e� Rcw es.oa Document Tltle(s)(or transactions contained therein):tail auras a ,11110 Vent,pigg 11 MEMORANDUM OF MASTER PREPAID LEASE AND MAYAGEME C3RE E iNT Reference Number(s)of Documents assig or roles Additional reference#'s on page, of doc mk ti` Grantor(s) (Last name,first name, ini T-MOBILE WEST TOWER LLC Grantee(s) (Last name first, (�n.06 r ri nd tnitials} CCTMO LLC ; Legal descry O ;(ebti v :'t-,4 IoL block,plat or section,township,range) LOT Assessor's PrdP Tax P rcei/Account Number 11Assessor Tax#not yet assigned 06300001. �A-moo The Audt nrdeqV 00 rely on the Information provided on the form. The staff will not read the dommeat t accuracy or completeness of the Indexin g Information provided herein. I a ,r �teatin-'"gn emergency nonstandard recording for an additional fee as provided 1 l�W 3 10. 1 understand that the recording processing requirements may %Coverlaq or otherwise obscure some part of the text of the original document. Signature of Requesting Party I i 2014-1306866 04/02/2014 12;36;35 PM 2 of 6 Clallam County, WALEASE OLD REPUBLIC TITLE i 1: i Cross Ri-rerancc to: t Instrument No.2000-IM9410 Clallam County.washingt8»Jt Wrds i \ `�l J M`RMO13AL4DUM OF MASTER PREPAID LEASE I AND MANAGEMENT AGREEMFIN THIS MEMORANDUM OF MASTER PREPAID LEASE AND -LQ�69 'NT AGREEMENT (this "Memorandum") is made this O;rL fay of Y and between T-MOBILE WEST TOWER I,I,C.`, a Delaware limtt' ed 1'r ifit?-�oritpany�l Mobile Lessor'"}, having a mailing address of 12920 S.E. 38th Streetlevue, Vl�ashirign 98006, and CCI'MO LIX, a De=laware limited liability company ("C,rowrti;`hniAJH mailing address of 2000 Corporate Drive, Canonsburg, Pennsylvania 1. The City of Port Angeles and VoiceStream ISS. 3'I'Acorp r7t�i n. as agent liar Cook Inlet VoiceStream PV/SS PCS,I.T. ("Original ' , into that certain Antenna Lease Agreement dated July 5. 2000, a i `moranduf' wl, ch was recorded its Instrument No. 2000-1049410 in the Official Public cords of Ca len County. Washington. Ik for certain real property as described on xhiibrt A at�*d heret nd inco)TA)ratcd herein by rcferencu(the"-Land") `-- , 2. T-Mobile Lessor slid Crown are{pih* to (a) a Master Prepaid lease (the "Mill',")and (b) a Management Agreement (the "MA"}, with an effective date of November 30, 2012, pursuant to which T-Mobile Lesso S�ssor to Original T-Mobile Tenant) has granted to Crown and Crown has acceptit4o't a'1sehaid or sub-leasehold interest in the Land, together with the telecomm cation� t Flo d thereon, and such other improvements as more fully set forth in the MPVop•>;he\ 1 as, plicable (collectively, the "Site"), or (z) an exclusive right to operate, manage arhd Akdmihishe Site, in either case, subject to the terms, conditions and reservations in:A% { ,� `IYIA,as applicable. 3. The MPI. a d,)hc each h v(: a ten» that commenced on November 30, 2012 and shall terminate erre Zr'd. ov'th`st:. x t.• i�the Site. on the Site Expiration Date or Technical (;losing 1')atc. as a Iii�X: I s et mined in accordance vvith the M111. and the MA. but in f no event later the k: r3` Y. 4. Crown` as n op7i,n,4)'pure"=T-Mobile Lessor's right,title and interest in the Site in accordance wit"t ip2t)o7`ihc M!'E.. 5. t1 is-Naet-fisc c tined herein, capitalized terms shall have the meaning scat forth in the MPL. VAe MPI: d the MA and any and all amendments thereto contain terms and conditions in"K,, ose set forth in this Memorandum. This Memorandum is not intended to am p36� �fy terms and conditions of the MPI,, or the MA or of any amendments theryt a lktertie;s agree that the terms and conditions of the MPL and the MA, as applicable, o ret the'kationship of the parties under this Memordndtun and (lie MPI.and the MA are Qn��ted herein by reference. In the event of a conflict or inconsistency between the tc'e s'ta t"Pl. or the MA and this Memorandum, the applicable terms of the MPI. and the MA s a govern and control. C N }317H$2 K9 ISA Shane Park 2 1 M3295T v t i ._.._...... __.r--_�..___._. -,.... 01 2014-1306666 04/02/2014 12;36;35 PM 3 of 6 Clallam County, WALEASE OLD REPUBLIC TITLE 6. This Memorandum shall not be amended, Rupplernentod or modified in atly respect, accept pursuant to written agreement duly executed by the;parties;provided. however,if the term of both the: MPI. and MA shall terminate or expire with respect to the Site, the parl'e:s shall execute and rile a revocation ot'or amendment to this Memorandum to evidence such-((r n Talion j or expiration. It' either party fails to timely execute a revocation of or amens ,'t 0 this ' Memorandum promptly after the expiration or termination or bath the: MPI. and M&"then the: other party shall have the right to cxecut.e such revocation or mnendment as altornc§�iil�faet fbr such railing party. [Remainder of page intentionally left blank Signature and acknowle� renls �rjlluxv.4 `�, t I 1 ,'r / ( ~��,,y�� _"'rte • R4:PA Shone Park 3 10052957 vt 1 20141306666 04/02/2014 12:38:35 PM 4 of 6 Clailam County, WALEASE 1 ULD REPUBLIC TITLE l p IN WITNESS WHEREOF, the parties Hereto have set their hands and scats as of the date first f above written. T-MIORIL1~;TENANT, T-M0131LIr.WEST"i`OWER I L��%' a Delaware limited liability company I3y: C('"I'MOIAX, a Delaware limited liability comp' - � Its: Attorney in Fact FePrtlt411BrTeI�AS�gfUalm y S1`A'I`E O;k' �, y 1 COUNTY OF I certify that I know or have satisfactory evidbr N that� �.�, is the person who appeared before me, and said person aftzhvl,4 hat said person signed this instrument, on oath stated that said per.,qnwas authon?x4 f ' execute the instrument and Acknowledged it as the .�e-tri!' of CC'rM0 I.1,C,a Delaware limited liability company, as Attorney-in for 'if-Mf�NF: WESTTOWER I,I.C, to he the fico and voluntary act of=h party for the uses; T&Njtr •e§•mentioned in the instrument, Notary Seal � ``• �, �' .y r " t;i dlt:ttrof Notary) (legibly Print or Stamp Name nt'Nottxry) • � °� lotary Public in and Ibr the State ctf`_ ' "� Serial Number, irany: 184:PA`chime Parti 4 2014-1306666 04102/2014 12:38:35 PM 5 of 6 Clallam County, WALEASE OLD REPUBLIC TITLE a Delaware limited liability company {,` By: .. — Name: Scott a.,.._ .� Its: Direjg2L STATE OF )SS I I Certify that 1 know or have salisfacior cviden -t-h r7e- is y y ,�' \,'� x7' the person who appeared b0bre mc, and said Person 1 iw edl;e�c�th i^s>ic�rcrslm ,il;nccl this instrument, on oath stated that said person was t i iarivcd to a scute the instrument and acknowledged it as the of CCI' ) LIX. a Delaware limited liability company, to be�thc Exec and voluntary actI* 41!h p or the uses and purposes mentioned in the instrument. DATED: Notary Seal (Sift u aQ 9at in H*N rd -(Lerint or Stam} Name of Now y) 1, Noir i'ublic in and for the State of ( Stw')Mumbo, if arty: . 1 WJ:2 189:PA Shan:park 5 ' 2014-1306666 041021201412,38:35 PM 6 of 6 Clallam County, WALEASE OLD REPUBLIC TITLE I EXHIBIT"A" t A portion of the Following described real propi:rly, lovether a-ilh cascments for in ti5..rgress and utilities thereto: L©l 11, Block 154, Townsite of Port Angeles, C:lallam County, Washi on. Situate In the County of Ciallam, State of Washington. NI v r � _!!/ "N-%,'%N y Y. �- { ��`�� w,� *'` tib PA Shane Park A-1 f tL� 10052957 vl LAU R I D S E N CCI# 826489 V. - verlZnwireless ZONING DRAWINGS verizo.,fi ireless 1303 WEST 8TH STREET PORT ANGELES, WA 98362 Cascadia PM 3322 SOUTH BAY ROAD NE PROJECT SUMMARY SITE INFORMATION PROJECT CONTACTS DRAWING INDEX OLYMPIA WA 98506 PH:360.438.8002 THIS PROJECT INCLUDES THE FOLLOWING SCOPE OF WORK: SITE ADDRESS: 1303 WEST 8TH STREET APPLICANT SHEET DESCRIPTION 1. PROPOSED INSTALLATION OF WIRELESS TELECOMMUNICATIONS FACILITY PORT ANGELES,WA 98362 VERIZON WIRELESS T-1.0 TITLE SHEET3245 158TH AVE MS 231 ON A PARCEL OF LAND. LATITUDE: 48°7'25.3"N(48.123694) BELLEVUE,WA 98008 SV-1-SV-7 PRELIMINARY SURVEY(NTS @ 11X17) LONGITUDE: 123°27'46.5"W(-123.462917) A-1.0 OVERALL SITE PLAN 2. PROPOSED VERIZON WIRELESS OUTDOOR RF EQUIPMENT TO BE SOURCE: 1A PROPERTY OWNER INSTALLED ON 19'-0"X 7'-9"CONCRETE PAD WITH 30 KW GENERATOR ON DATUM: NAD 83 CITY OF PORT ANGELES A-2.0 ENLARGED SITE PLAN CONCRETE PAD WITHIN A 20'-0"X 20'-0"FENCED LEASE AREA. PORT ANGELES,WA 98362 A-2.1 ENLARGED EQUIPMENT PLAN 3. PROPOSED INSTALLATION OF(3)PANEL ANTENNAS, (3)RRH,(1)SURGE JURISDICTION: CITY OF PORT ANGELES TOWER OWNER A-3.0 NORTH AND WEST ELEVATIONS PROTECTOR ON AN(E)95'-0"MONOPOLE/LIGHT POLE.ONE(1)SURGE TAX ID NUMBER: 063000015350 CROWN CASTLE USA,INC PROTECTOR TO BE INSTALLED WITHIN(N)EQUIPMENT COMPOUND. ZONING CLASSIFICATION: PUBLIC BUILDINGS&PARKS 2000 CORPORATE DR CANONSBURG,PA 15317 4.PROPOSED INSTALLATION OF 200A ELECTRICAL AND FIBER SERVICE FOR GROUND ELEVATION: 160.9'AMSL PH:724.416.2000 VERIZON WIRELESS EQUIPMENT. TOP OF(E)MONOPOLE: 94.2'AGL PRINCIPAL ENGINEER, NETWORK CONSTRUCTION OCCUPANCY GROUP: U VERIZON WIRELESS PROJECT VICINITY & AREA MAPS CONSTRUCTION TYPE: II-B 3245158TH AVE MS 231 BELLEVUE,WA 98008 MICHAEL GALLAGHER PH:206.715.0014 ' ZONING AND PERMITTING CONSULTANT CASCADIA PM CPM PROJECT NO.: 7741 5501 NE 109TH COURT,SUITE A-2 PRELIMINARY VANCOUVER,:. VANCOUVER,WA 98662 ANGELA RAYMOND NO.1 DATE I D/C DESCRIPTION 1648- •� PH:509.998.9015 0 09-29-14 JG/JS 90 A ZD REVIEW 1 1 D-26-14 JG/JS CPM COMMENT SITE ACQUISITION CONSULTANT 2 TN (MND CASCADIAPM J 733 SEVENTH AVE,SUITE 209 SUBMITTAL PROJECT PROJECT KIRKLAND,WA 98033 LOCATION W E y LOCATION BOB DICKSON N0. DATE D/C DESCRIPTION ; 4- t PH:425.466.0061 S t _ SITE NAME LAURIDSEN DRIVING DIRECTIONS LEGAL DESCRIPTION TAX ID NO.: LOTS 1 THROUGH 20,INCLUSIVE,IN BLOCK 153;LOTS 1 THROUGH 20, 063000015350 FROM SEATAC INTERNATIONAL AIRPORT: INCLUSIVE,IN BLOCK 154,LOTS 1 THROUGH 19,INCLUSIVE,IN BLOCK 243;LOTS 1 THROUGH 20,INCLUSIVE,IN BLOCK 244;ALL IN THE 1. DEPART TOWARD WA-99 S/INTERNATIONAL BLVD(0.5 MI) TOWNSITE OF PORT ANGELES,CLALLAM COUNTY,WASHINGTON. 2. TURN RIGHT ONTO WA-99 S/INTERNATIONAL BLVD(1.2 MI) SITUATE IN THE COUNTY OF CLALLAM,STATE OF WASHINGTON SITE ADDRESS 3. TURN LEFT ONTO S 200TH S176 ON THE CORNER(0.4 MI) 1303 WEST BTH STREET 4. TAKE RAMP RIGHT FOR 1-5 S(18.5 MI) UTILITY COMPANIES PORT ANGELES,WA 98362 5 AT EXIT 132B,TAKE RAMP RIGHT TOWARD GIG HARBOR/ POWER: TBD BREMERTON(0.6 MI) APPROVAL LIST 6. KEEP STRAIGHT ONTO WA-16 W(26.8 MI) TELCO/FIBER: TBD TITLE SIGNATURE DATE SHEET TITLE 7. ROAD NAME CHANGES TO WA-3 N(25.3 MI) PROPERTY OWNER TITLE 8. TURN LEFT ONTO WA-104(15.4 MI) GOVERNING CODES 9. KEEP RIGHT TO STAY ON WA-104 W(0.3 MI) VERIZON REPRESENTATIVE 10. BEAR RIGHT ONTO US-101(34.7 MI) GOVERNING CODES PROJECT MANAGER SHEET 11. KEEP RIGHT ONTO US-101 W/E FRONT ST(1.6 MI) 12. TURN LEFT ONTO US-101/N LINCOLN ST(0.6 MI) IBC-2009,INTERNATIONAL BUILDING CODE W/LOCAL AMENDMENTS SITE ACQUISITION 13. TURN RIGHT ONTO E 8TH STARCO/AMPM ON THE CORNER(517 FT) NEC-2008,NATIONAL ELECTRICAL CODE ZONING SHEET NO. 14. ROAD NAME CHANGES TO W 8TH ST(1.3 MI) A.D.A.COMPLIANCE CONST.MANAGER ESTIMATED TIME: 2 HOUR AND 26 MINUTES INSTALLATION IS UNMANNED AND NOT FOR HUMAN HABITATION. RF ENGINEER T-1 .0 ESTIMATED DISTANCE: 127.4 MILES HANDICAP ACCESS IS NOT REQUIRED PER A.D.A. AAV MANAGER ` \ DRAWING LEGEND / -- - --- SUBJECT PROPERTY LINE V.- / \ / ADJACENT PROPERTY LINE LEASE AREA verlLnwireless / ADJACENT ZONING / _ _ RS 11-RESIDENTIAL ACCESS EASEMENT ADJACENT ZONING Q ��(E)TREE(TYP) ` \ SINGLE FAMILYCOAX ---- COAX ROUTE RS 11-RESIDENTIAL h / \ Q� F FIBER ROUTE SINGLE FAMILY O � � '__ Q P POWER ROUTE F/P FIBER/POWER ROUTE \ y0 \ y0 -OH OVERHEAD UTILITIES E E E - EXISTING ELECTRICAL Cascadia PM EXISTING FENCE ySrRFFT (E)ADJACENT / 3322 SOUTH BAY ROAD NE OLYMPIA,WA 98506 PROPERTY LINE(TYP) ��\ \ / ELEVATION MARKER PH:360.438.8002 (E)SUBJECT \/ PROPERTY LINE(TYP) 70)9 \ ADJACENT ZONING X / \ RS 11-RESIDENTIAL SECTION MARKER r SINGLE FAMILY SFS �(E)BALL FIELDS \rsry COMMON ABBREVIATIONS / (E)BUILDING !X FFT\ (E) EXISTING / OO (P) PROPOSED (E)PLAYGROUND \ (N) NEW (TYP) TYPICAL (E)PAD MOUNTED ` \ , (E)95'0"TALL TRANSFORMER;/ MONOPOLE/LIGHT POLE —POWER SOURCE / NOTE: ( FIBER VAULT; / FIBER SOURCE SITE PLAN DERIVED FROM:EXISTING DRAWINGS,GIS,AERIAL _ IMAGES AND SITE PHOTOS. ' (E)ASPHALT ( t- ( )E BASKETBALL COURT \ \ / WALKING PATH r I CPM PROJECT NO.: 7741 PRELIMINARY \ , ZD REVIEW (E)PARKING-� / -� s`\� NO. DATE JD/C DESCRIPTION0 APPROX.LOCATION OF UG POWER / 0 09-29-14 JE/JS 9 % \ ROUTE FROM PAD MOUNTED / \ 1 10-28-14 JG/JS CPM COMMENT / TRANSFORMER TO(N)UTILITY H-FRAME 2 (PENDING RECEIPT OF FINAL UCR) / \ SUBMITTAL P (N)6'-0"TALL CHAINLINK FENCE / / \ NO. DATE D/C DESCRIPTION \ ^L" WITH BARBED WIRE AND SIGHT OBSCURRING SLATS 0/ A \ O i VERIZON WIRELESS PROJECT AREA � I h SEE SHEET A-2.0 / yOJ SITE NAME ADJACENT ZONING LAURIDSEN� (E)TENNIS COURTS TAX ID N0:063000015350 RS/ \ �\ AREA:17.9 ACRES SINGLE FAMILY TIAL INGRESS/EGRESS FROM TAX ID NO.: ADJACENT ZONING \ � WEST 8TH ST // / 063000015350 RS 11-RESIDENTIAL \ (E)APPROXIMATE LINE SINGLE FAMILY / t ��OF TREE CANOPY(TYP) / / / \ SITE ADDRESS / 1303 WEST 8TH STREET PORT ANGELES,WA 98362 h�� SFS/. SHEET TITLE s F r8r� �XSrR FFr 16.48° OVERALL 140 ADJACENTZONING FFT \ / N SITE PLAN / RESIDENTIAL \ \ / \ TN ;'MN SINGLE SINGLE FAMILY W E SHEET NO. SCALE:1"=120'-0"(11X17) 0' 60' 120' 240' A-1 .0 1 OVERALL SITE PLAN SCALE:1"=60'-0"(22X34) mwYmmol Mimi NOTES: P9� 1. PM/GC TO VERIFY PAINTING REQUIREMENTS WITH JURISDICTION PRIOR TO ORDERING SUPPORT ✓✓ (3)(N)VERIZON WIRELESS PANEL ANTENNAS STRUCTURES,ATTACHMENTS,ANTENNAS,AND OTHER veriznwireles APPURTENANCES. WITH ANCILLARY EQUIPMENT MOUNTED TO(E) 95-0"MONOPOLE/LIGHT POLE(LIGHTS AND 2. CONTRACTOR TO VERIFY(N)SECTORS&AZIMUTHS WITH OTHER CARRIERS NOT SHOWN FOR CLARITY) RF ENGINEER PRIOR TO INSTALLATION. 3. PRIOR TO MATERIALS PROCUREMENT CONTRACTOR \ SHALL FIELD VERIFY CONDITION OF STRUCTURE AT TAX ID NO:7.9 AC 015350 PROPOSED MOUNTING LOCATION TO ENSURE EXISTING AREA:17.9 ACRES / CONDITIONS ARE SUITABLE AT SPECIFIED ELEVATION. Cascadia PM l b (/ 3322 SOUTH BAY ROAD NE (NS UNDERGROUND HYBRID CABLE OLYMPIA,WA 98506 \ %oRUNNING TO(E)MONOPOLE PH 360.438.8002 (E)6'-0"TALL CHAINLINK FENCE (E)FIBER VAULT;FIBER (E)ASPHALT SOURCE WALKING PATH / � APPROX.LOCATION OF UG FIBER ROUTE TO(N)UTILITY H-FRAME / (E)LINE OF TREE CANOPY � 2L B (E)TREE TO BE REMOVED i �6? / (N)12'-0"WIDE DOUBLE i \ SWING ACCESS GATE CPM PROJECT NO.: 7741 APPROX.LOCATION OF UG a POWER/ROUTE FROM PAD PRELIMINARY MOUNTED TRANSFORMER NO. DATE DIC DESCRIPTION E \ TO(N)UTILITY H-FRAME 0 09-29-14 JG/JS 90%ZD REVIEW / \ ( )OTHER CARRIER 1 10-28-14 JG/JS CPM COMMENT PIP / \ EQUIP.COMPOUND \\\ 2 SUBMITTAL / NO. DATE D/C DESCRIPTION / \ I (N)VERIZON WIRELESS 30KW 0 S DIESEL GENERATOR MOUNTED TO �\ 4'-0"X 8'-0"CONCRETE PAD \ / (N)VERIZON WIRELESS / EQUIPMENT CABINETS MOUNTED TO 7'-9"X 18'-0"CONCRETE PAD � \ / / SITE NAME (N)VERIZON WIRELESS H-FRAME WITH LAURIDSEN METER BASE AND UTILITY CABINETS TAX ID NO.: (N)20'-0"X 20'-0"CHAIN-LINK FENCED 063000015350 i LEASE AREA WITH BARBED WIRE AND GREEN PRIVACY SLATS \ ° SITE ADDRESS \ y 1303 WEST 8TH STREET \ PORT ANGELES,WA 98362 \ \ \ (N)GRAVEL COMPOUND SHEET TITLE \ / 1 16.48° ENLARGED (E)ASPHALT -�-� \X60• N SITE PLAN WALKINGPATH ` TN MN W 1 E SHEET NO. —166' S SCALE:1/8" (11X17) 0' 4' 8' 16' 1 ENLARGED SITE PLAN SCALE:1/4"=1'-0"(22X34) Vim— v I v \ V V., (N)UNDERGROUND HYBRID CABLE / j RUNNING TO(E)MONOPOLE � � f veri�nw►re►es (E)FIBER VAULT;FIBER ❑ I SOURCE APPROX.LOCATION OF UG FIBER ROUTE TO(N)UTILITY H-FRAME I Cascadia PM (E)OTHER CARRIER EQUIP.COMPOUND ---- — \\\ _ P-- 3322 SOUTH BAY ROAD NE (E)TREE TO BE REMOVED I (N)12'-0"WIDE CHAINLINK OLYMPIA,WA 98506 P" GATE W/(N)VERIZON PH:360.438.8002 ( i WIRELESS SIGNAGE I II it i � P I UND O (LEASE AREATOBE RAISED J ' 1'-O'WITH GRAVEL BALLAST o —/( I N 3'-0,. �\ � o _��c;��T��c�•��-�� I CPM PROJECT NO.: 7741 T F s f F i a T-11" m c m 3'-0" PRELIMINARY m =i« NO. DA T E D/C DESCRIPTION \ / / 0 09-29-14 JG/JS 90%ZD REVIEW / 1 10-28-14 1 JG/JS I CPM COMMENT x 2 ca < I (N)20'-0"X 20'-0"X 6'-0"TALL CHAINLINK FENCE WITH BARBED WIRE AND DARK / o SUBMITTAL GREEN VINYL SIGHT OBSCURING SLATS / NO.1 DATE I D/C 1 DESCRIPTION I / ^ (N)VERIZON WIRELESS 30KW J DIESEL GENERATOR MOUNTED TO IiiII a 4'-0"X 8'-0"CONCRETE PAD 1 ! _.l (N)VERIZON WIRELESS EQUIPMENT CABINETS MOUNTED o SITE NAME TO T-9"X 19'-0"CONCRETE PAD LAU R I D S E N r / ° a (N)VERIZON 11 WIRELES \ x TAX ID NO.: GROUND MOUNTED \ co c? 063000015350 SUPPRESSOR MOUNTED T = \ EQUIPMENT CABINET m o \ m o OUTDOEOR LED FLOOD L REQUIRED IGHTYP S;LOCAT3) \ I SITE ADDRESS \ 1303 WEST 8TH STREET UTILITY H-FRAME;METER BASE - PORT ANGELES,WA 98362 Z' W/DISCONNECT,ILC,FIBER x \ CABINET&SAFETY BOX w o SHEET TITLE \ O F�—j APPROX.LOCATION OF UG 76�Q ENLARGED ( ASPHALT TROUTE FFROM WALKINGPATH MOUNTED TRANSFORMER TN N EQUIP. PLAN I TO(N)UTILITY H-FRAME AN W HYBRID E 20'-01. SHEET NO. LEASE AREA S SCALE:1/4"=1'-0"(11X17) 0' 2' 4' 8' A-2. 1 1 ENLARGED EQUIPMENT PLAN SCALE:1/2"=,'-0"(22X34, (E)OTHER CARRIER r E OTHER CARRIER ANTENNAS TIP HEIGHT ANTENNAS TIP HEIGHT \\✓// 2"AGL 94'-2"AGL E TOP OF MONOPOLE ver►�onwireless E TOP OF MONOPOLE �/ 94'-2"AGL 94'-2"AGL (E)OTHER CARRIER PANEL (E)OTHER CARRIER PANEL ANTENNAS(TYP) ANTENNAS(TYP) (E)OTHER CARRIER (E)BOTTOM OF OTHER (E)OTHER CARRIER (E)BOTTOM OF OTHER CARRIER RRUS RRU ARRAYS CARRIER RRUS RRU ARRAYS CPandi\aIPMsca 82'-9"A L V 82'-9"AGL (N)VERIZON WIRELESS ANTENNA TIP HEIGHT (N)VERIZON WIRELESS PANEL ANTENNAS h (N)VERIZON WIRELESS (N)VERIZON WIRELESS PANEL ANTENNAS 3322 SOUTH BAY ROAD NE (TYP OF 1 PER SECTOR,TOTAL OF 3) (TYP OF 1 PER SECTOR,TOTAL OF 3) OLYMPIA,WA 98506 ►' 79'-0"AGL FLUSH-MOUNTED TO(E)MONOPOLE ¢ANTENNA TIP HEIGHT FLUSH-MOUNTED TO(E)MONOPOLE PH 360.436.8002 79'-0"AGL (N)VERIZON WIRELESS RRU'S AND (N)VERIZON WIRELESS RRU'S AND SURGE SUPPRESSOR,CHAIN SURGE SUPPRESSOR,CHAIN MOUNTED BELOW ANTENNAS MOUNTED BELOW ANTENNAS (E)TOP OF FLOOD � (E)TOP OF FLOOD LIGHTS h LIGHTS 69'-9"AGL 69'-9"AGL (E)FLOOD LIGHTS (E)FLOOD LIGHTS (E)LINE OF TREE CANOPY;TREES TO BE REMOVED AS REQUIRED CPM PROJECT NO.: 7741 PRELIMINARY NO. DATE ZD DESCRIPTION (E)LINE OF TREE CANOPY;TREES (N)20'-0"X 20'-0"X 6'-0"TALL CHAINLINK 0 09-29-14 JG/JS 90%ZD REVIEW TO BE REMOVED AS REQUIREDFENCE WITH BARBED WIRE AND DARK 1 10-28-14 1 JG/JS I CPM COMMENT GREEN VINYL SIGHT OBSCURING SLATS 2 SUBMITTAL NO DATE D/C I DESCRIPTION 0 • UTILITY H-FRAME;METER BASE W/DISCONNECT,ILC,FIBER CABINET&SAFETY BOX SITE NAME (N)VERIZON WIRELESS 30KW LAU RI DS E N UTILITY H-FRAME;METER BASE DIESEL GENERATOR MOUNTED TO W/DISCONNECT,ILC,FIBER rx4'-0"X 8'-O"CONCRETE PAD CABINET&SAFETY BOX TAX ID NO.: 063000015350 (N)20'-0"X 20'-0"X 6'-0"TALL CHAINLINK (N)VERIZON WIRELESS EQUIPMENT CABINETS MOUNTED FENCE WITH BARBED WIRE AND DARK GREEN VINYL SIGHT OBSCURING SLATS TO 7'-9"X 18'-0"CONCRETE PAD SITE ADDRESS (N)VERIZON WIRELESS 30KW� 1303 WEST 8TH STREET DIESEL GENERATOR MOUNTED TO PORT ANGELES,WA 98362 /"-j 4'-0"X 8'-0"CONCRETE PAD (N)VERIZON WIRELESS EQUIPMENT CABINETS MOUNTED (E)OTHER CARRIER TO 7'-9"X 18'-0"CONCRETE PAD EQUIP.COMPOUND / (E)FIBER PEDESTAL; SHEET TITLE FIBER SOURCE NORTH AND WEST (E)FIBER PEDESTAL; m (E)ASPHALT - FIBER SOURCE WALKING PATH ELEVATIONS E GRADE 160.9'AMSL I i E GRADE 160.9'AMSL 0'-0"AGL 0'-0"AGL HYBRID HYBRID HYBRID HYBRID HYBRID SHEET NO. (E)OTHER CARRIER EQUIP. COMPOUND A-3.0 1 NORTH ELEVATION SCALE:3/32"=,'-0"(11X17) ° 10' 20 2 WEST ELEVATION SCALE:3/32"=,'0"(„X,7) O' 10' 20' SCALE:3/16”=1'-O"(22X34) I I m = SCALE:3/16"=1'-0"(22X34) Address: 1303 W 81" Street PREPARED 11/22/13, 15:42:06 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 11/22/13 ------------------------------------------------------------------------------------------------ ADDRESS . : 1303 W STH ST SUBDIV: CONTRACTOR WESTOWER COMMUNICATIONS INC PHONE (503) 210-1000 OWNER CITY OF PORT ANGELES PHONE PARCEL 06-30-00-0-2-4400-0000- APPL NUMBER: 13-00000590 COMM REPAIR ------------------------------------------------------------------------------------------------ PERMIT: BPC 00 BUILDING PERMIT - COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS --------------—------------------------------------------—---—' ---- -- - ' BL99 01 —11/2 /13BLDG FINAL JLL November 22, 2013 3:42:15 PM pbarthol. ----—----- -- COMMENTS AND NOTES -------------------------------------- d M -^ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT- BUILDING DIVISION � 321 EAST 5TH STREET, PORT ANGELES, WA 98362 \Y Application Number . . . . . 13-00000590 Date 6/14/13 Application pin number . . . 877680 Property Address . . . . . 1303 W 8TH ST ASSESSOR PARCEL NUMBER: 06-30-00-0-2-4400-0000- �\ Application type description COMM REPAIR REPORT SALES TAX Subdivision Name . . . . . . on your state excise tax form Property Use . . . . . . . . Property Zoning . . . . . . . PUBLIC BUILDINGS & PARKS to the City of Port Angeles Application valuation 25200 (Location Code 0502) - Application desc REPLACE 3 PANEL ANTENNAS/ADD NEW RADIO EQUIP. ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ CITY OF PORT ANGELES WESTOWER COMMUNICATIONS INC PO BOX 1150 19500 SW CIPOLE RD PORT ANGELES WA 983620217 TUALATIN OR 97062 (503) 210-1000 --------------------------------=------------------------------------------- Permit . . . . . . BUILDING PERMIT - COMMERCIAL Additional desc . . RPL 3 PANES ANTENNAS/ADD RADIO Permit Fee . . . . 427.85 Plan Check Fee 278.10 Issue Date . . . . 6/14/13 Valuation . . . . 25200 Expiration Date 12/11/13 Qty Unit Charg6 Per Extension BASE FEE 417.75 1.00 10.1000 THOU BL-25,001-50K (10.10 PER K) 10.10 ---------------------------------------------------------------------------- Special Notes and Comments Public Works Utility Engineering has no requirements for this plan review. Electrical load calculations and electrical permits are a required. Any modifications to the City's electrical facilities will ti be at the customer's expense. \ ---------------------------------------------------------------------------- Other Fees . . . . . . . STATE SURCHARGE 4.50 �N ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- (� Permit Fee Total 427.85 427.85 .00 .00 Plan Check Total 278.10 278.10 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 710.45 710.45 .00 .00 141% (A V� Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. 7 103 mak , ketek Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit IS IS NOT A SURVEY ALL INFORMATION ANO TRUE NORTH HAVE SEEN OSTIUNEO FROM EXISRNG DRAWINGS AND ARE APPROXIMATE. eat&t Your wodd.Delivered. PROJECT CONSULTANTS: Z(E)GRASS/ I ADJACENT ZONINGn� I\ `\� B \/ ,' USE: SINGLE FAMILY \ / WESTOrvER \} -- -- .�_�Dc,� s ZONE: RS7 % COMMYN/CATItlNS 06300001 0750000 / / / PLANS PREPARED BY: (E)WALKING PATH\ / � W400NYYFii®ALM ABXE WITE]tY MMYGOMa ABION PROJECT INFO ADJACENT 111111311 \o-Q�/ / I ./ WA718 / USE: SINGLE FAMILY // _ - \\/ / ZONE: R57 y / / SUBJECT ZONING t / / WEST PORT ANGELES / USE: PARI( (E)Bh4EBALLFIELD- TL#0630000245000000 5/ ZONE! PSP / \' 1303 W STH STREET /; ``� TL#0630000153000D00 `` \ PORT ANGELES,WA11B%9 385,000 SO.FT. \ / ) / CLALLAM COUNTY E(3MAIN1INK We ACRES /�.�^ \ ISSUED FOR: \ FENCE \ (E)RTV STEEL UTILITY 2 \ /I `� MONOPOLE WIAT&T1 l \ CONSTRUCTION iL() \ ANTENNAS HEIGHT STANDARD I / / 1 /• E BARFSM I FIELD 7 I y /(E)FoaEsr7 yllI REV::DATE:=ISSUED FOR: BY: SUBJECT ZONING USE: PARK ZONE: (E)BUILDING Pep ` \ �'•. / �� \✓ / \'/ \. TL#0630000244000000 ADJACENT ZONING / 3B5,B ACRES FT. SB ACRES \-�`� 2 ZONE: PARK QO 01-0 13 CONSTRUCTION LLW (E)OTHER CARRIER'S /� �__./ ,1. ZONE: PBP \ --_ IE)LIGHT \j ANTENNAE UGHTSTANOMD� _r TL#0630000154000000 .._�—� QA 11-30-12 CLIENTREVIEW LLW ,( �/` CDRAWN BY:=CHK.: STANDARD(TYP OF B)-'\ �� (E)AT&T EOUIPMEM COMPOUND {Y ` .✓ _Y.� LLW :== -- \`\ (E)WALKING PATHS ^ / _ .--�,MAJB _— � � jY :N-.1 .'- �(E)TREE UNE CURRENT ISSUE DATE ADJACENT ZONING \ \\ /% \----— _ 01-0313 USE: MULTIFAMILY / /\ (- / \\ `` \ /(E)PARKING LOT '! / LICENSURE ZONE: RHO `\ \\ 7 �C Z(E)FOREST/ FOREST TL#0630000253200000 / \ ` \\\ \\ L(E)GRASS/ �I / \ (£SLED / \ ,�.^•'il'e ADJACENT ZONING �\ /�•-.. USE: PARK TL#0630000255480000 T\ LY i � ZONE: PSP \ TL#0630000243000000 % 1 ADJACENT ZONING ni'F� `.\ 11Z(E) / DRAWING INFORMATION:USE: MULTIFAMILY \ TENNIS COURT/ 7 ZONE: RHD /' LL `\ �orFimwr��tuveE�ca�ieu una�� TL#0630000255160000 DRAWINGTn— Yee L(E)FOREST ADJACENT ZONING \ A��EsS� f / SrfE PLAN USE: SINGLE FAMILY (�` / ZONE: R97 ` '\ \ DRAWING NUMBER .j TL#0630000255080000 w PLAN NORTH A-1—1 O SITE PLAN Ln"SCALE:l'-W0 11.17 SCALE:1'=6RJ7' CEI JOB NUMBER LTE 12-13247 NOTE: EE RF-1 FOR ANTENNA RAN SEE RF-1 FOR AN7ENNAPIAN a � ®atalt Your wodd.DBIM1ered. PROPOSED AT&T GPSANTENNA 10 PROPOSEDFISERTRUNK AJ CABLE FROM PURCFI-L U —ISWB CABINETTO PROJECT CONSULTANTS:SURGSSUPPRESSXtn DIBTweuTNTNUNIT (E)(B)11IPIEXER4 POWER T D(2)CAL E �`�, ,� WES TOWER / POWER TRUNK CABLES ()IBI DIPLETIERS� & CONM4N/WITYONS FROM(E)TE43 TO SURGE (E)ICE BRIDGE-� SUPPRE sm (E)ICE BRDCE \ PLANS PREPARED BY: DISTIUBUDDN UNIT �'Ji. :: l �C/7W`��Y \ B►�COI�NYV7tOlr (E)WS ANTENNA Y/ \\ c.� {� (E)GPSANTENNA C..:....:...,._. PROPOSE0(1)DC /-' �f/ -.gip (E)DOGHOUSEW/(81 \` �q () 1eom WDomMUEa&nlonu no raE.ewreaia CONVERTERTO TEA] AJ 1 (E)NOKIA \�•-/\ ./� () (EJ j'/ /�N N,.,�\\'`• \/ (&DOCM(0)7MVOUSE S _avaourva+Ewr.nvrt 1 MB'0 6 8 716'0 CQCX / 1 6/S0 8(e)TIB'0(E)COAX .nn FAL WKl.ttn CABINET �-.• CABINET \ Y' wui.av� .�'.. , �J \ mvx.muFneToraeFxxml PROPOSED EXCESS CABLE / / LEIARGVS T�. (E)ARGus C'/I�Sf�O\' -PROJECT INFO. ENCLOSURE 6 RIIYCAP 7E21 CA&NE7/� /;": t� //'y//�\ TE21 CABINET -/ �,_ \' { .�> SURDS SUPPRE860R •�."'.�� •\ `p\ �/ �.'. � �v/ y WA718 WITHIN(�CAS,NET AA.AJ ' J p \ /;'�, 'I / t�+ (E)1D-0rX1B-0' C \. �� .."� �//" �D\ (E)1D-0'.1Sa - \ •'\^y ,�i� WEST PORT ANGELES CRETE PAD�\ �,• ``..�. \ CONCRETE PADS �. . ��\• � / - J 1303 W STH STREET CON � I�\.. ,I� / •'::.` \ Y PORT ANGELES.WA BB383 r/ (E)TE43 I /`L::\\ -/// LE)�� i / CLALLAM COUNTY / (/ \\\ \ CABINET / / CABINET I r/ ISSUED FOR, (E)METER BASE \ / �/ (E)UMTS .� (E)METER BASE / (E)I ./ + /+ PROPOSED /�\INET / j/ j \INET - I (E)VAULT� ,h\/ TNO �. AF/ (E)VAULT�• •\/ / \ j L CONSTRUCTION CABINET \ �' %' REV:_DATE:=ISSUED FOR: BY: P _ 01-0&13 CONSTRUCTION LLW .\ `// PROPOSED FLX78W6 :. y� F Q / ay,Ht / A 11-3012 CLIENT REVIEW LLW / PROPOSED"mm / 2 \/tJ/\. / / •\(;" .[ / \\/`\ q / \\\ /` / rORAWNBY:—CHK: MV.: I /' (E)H-FRAME W/HOFFMIW BOX /ddd / \% (E)H-FRAME WI HOFFMAN BOX L LLW AJB MVq < CURRENT ISSUE DATE: (E)UTILITY NTRNt1E /// /\-(E)unLITYH*RAME / � LICENSURE: .., i �� `(E)S'-0'HIGH CHANLJNN (E)B-0'HIOH CHNN�INK SLE FENY` __- Q\. CEW/PRNACY.. --- 1 f+ FENCE W/PRIVACY SIATS \ L(E)GRAVEL 7 11 \ (E)GRAVEL / 1 I�. ` \\ / DRAWING INFOWiATK1N: \/// DONOr4C.IE 1M4N1ge.coNlPFclatNunt>;XPT �\ ALL�X.a.WONMBEGXtaALW1l64M' o.089D1a.ALL�FPEI'd1X08UDi6Ma rrlE6uratemm 1ME ulEsrw.VNXx pp= �� rortwEPnlHa PPaAe+re �molarineu+E '.` ollEn �aiDna •\ P1w .\ G TITLE EXISTING&PROPOSED EQUIPMENT PLANS PIANS ING \\ DRAWNUMBER /IAN NORTH � PUN NORTH A 1 .1 � PROPOSED EQUIPMENT PLAN 2 EXISTING EQUIPMENT PLAN 22.31 SCALE:12-1'-0' 11X17 SCALE 1/4--1'-0' EXISTING 11x17 SCALE 1/4•=1'-0' CEI JCB NUMBER LTE 12-13247 I Memo To: City of Port Angeles, WA From: George Pierce Date: 5/23/2013 Re: Building Permit Application for AT&T WA718 Pat: Enclosed, please find enclosed the building permit application for the above mentioned AT&T Wireless sites. Please acknowledge receipt of this package by signing below and faxing (206-260-7930) or emailing to gpierce@rykaconsulting.com. r�. r Received by Signature: GIC 3fo - 417 - 1667 r - Date Recd: 4-3 Sincerely, George Pierce Ryka Consulting on behalf of AT&T Ryka Consulting 919 S. Horton St #1002 Seattle, WA 98134 151.1408Y00 P . 01 /01 TRATISACTION REPORT '�7 ' % TUE/MAY/28/2013 11 : 37 AM FAX ( TX ) CEIVER [-K:T�E__j 0011MAY/281A1R36AM 8-2062607930_=1980203 _ 0M0OI38T-AGEIMEMORYOTEOK ECM4660� w THE /SJRT ,L,J'E.1:.�L = Y CITY OF For Cit Use P, Permit # (3 5 q W A S H I iN G T O N , U . S. Date Received: :6" 321 East 5`h Street � Port Angeles, WA 98362 Date Approved:— 1 P: 360-417-4817 F: 360-417-4711 hcatuzo@cityofpa.us Building Permit Application Project Address: 1303 W 8th Street Main Contact: George Pierce (gpierce@rykaconsulting.com) Phone # 206.523.1941 Property Name City of Port Angeles Phone 360.417-4817 Owner Mailing Address Email 321 East 5th St N/A city Port Angeles State WA Zip 98362 Contractor Name WesTower Communications LLC Phone 206.236.4118 Mailing Address Email N/A 7525 SE 24th St.,STE 500 city Mercer Island State Zip WA 98040 Contractor License # WESTOC1975J8 Expiration: 12/14/2013 Project Value: Zoning: Tax Parcel# Lot# 25,200 PBP 0630000153000000&063000024400000 1-20 BL 153 Type of Residential ❑ Commercial J6 Industrial ❑ Public ❑ Permit Demolition ❑ Fire ❑ Repair ❑ Reroof(tear off/lay over) ❑ For the following,fill out both pages of permit application: New Construction ❑ Remodel Addition ❑ Tenant Improvement ❑ Mechanical ❑ Plumbing ❑ Other ❑ Existing Fire Sprinkler System? Maximum height of structure Proposed Bedrooms Proposed Bathrooms Yes ❑ No 0 1 97' 0 0 Project Replacing 3 panel antennas on existing mounts and adding new radio equipment on existing concrete pad. No new.ground Description disturbance or impervious surfaces. I have read and completed the application and know it to be true and correct.I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required,and to obtain permits prior to working on projects.I understand the plan review fee is not refundable after review has occurred.I understand that I will forfeit 20%of the review fee if I cancel or withdraw the application before plan review has occurred.I understand that if the permit is not issued within 180 days of receipt,the application will be considered abandoned,and the fees forfeit. Date Print Name Signatur 5/24/2013 George Pierce at&t Your world.Delivered. at&t W TO�� PROJECT CONSULTANTS: coa�MVN�car�oas FILEYour world.. Delivered. � Wei TOWER COMMUNICAT/ONs CITY OF PORT ANGELES—Construction Plon3 PLANS PREPARED BY: The Issuance of this permit t>"It upon these plans,specifi- WEST PORT ANGELES cations and other data Mall not prevent the building official Cg�"�•w�No. from thereafter requiring the correct in of errors in said 1303 W 8TH STREET plans, specifications and other data, or fron preventing +®wooDnnuE�DUDNORo,E,smrEs,o PORT ANGELES, WA 98363 DDD - building operations being carried on (trereunder when in PHDNE:4�a.,eTe�ax rnx:aa�e,•,n, violation of all codes and ordinances of this jur�isdicCt�io c ; CLALLAM COUNTY NFO. RB,oNEENa<LDDL� PROPRIETARY INFORMATION PROJECT INFO: Approval Date 3 I BY WA718 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION WA718 DOCUMENTS 18 PROPRIETARY BY NATURE ANY USE OR � DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T WEST PORT ANGELES 9 0� �`^mac!`��' WIRELESS,LLC.SERVICES IS STRICTLY PROHIBITED. li 1303 W 8TH STREET WA VICINITY MAP GENERAL LOCATION MAP PROJECT INFORMATION DRAWING INDEX PORTANGELES, COUNTY 83 CLALLAM COUNTY APPLICANT: PROPERTY OWNER: DWG. ISSUED FOR: AT&T MOBILITY CORPORATION CITY OF PORT ANGELES NO. DESCRIPTION ;.,�.�. �-; �� r-r�� o . ,,r rbc • �t).�•'� �� r 16221 NE 72nd WAY.RTC 3 321 EAST 5TH STREET C CONSTRUCTION T-1 TITLE SHEET P.O.BOX 97051 PORT ANGELES,WA 98362 -� 1� �L 4► � Fort A A G-1 GENERALN �DATE:�I33REDMOND,WAREV. LIED FOR.- BY. TOWER OWNER: A-1 SITE PLAN SITS LOCA PROJECT ENGINEER CITY OF PORT ANGELES A-1.1 lEXISTING 8 PROPOSED EQUIPMENT PUWB CORNERSTONE ENGINEERING,INC. 321 EAST STH STREET �' �- • ° • r•+ �IJit'' PORT ANGELES,WA BB362 A 2 EXISTING 8 PROPOSED NORTHWEST ELEVATIONS 18928 WOODIM/ILLE REDMOND RD N.E.SY-ITE 210 A-3 DETAIL SHEET A1 � .+ �181�, �/ Ap !► �H + J e .#]�s Y.;; + WOODINVILLE,WASS072 ".1 DETAIL SHEET ft, ,, ? ;& �g ' ,�X {� s MARK W OLSON,P.E PROJECT LEAD: RF-1 EXISTING&PROPOSED ANTENNA PLANS bil x - JY Q° ?�F "`b4. PH:(425)487-1732 PETER wESCOTT E-1 SCHEMATIC GROUNDING PLAN / trf4h�.r. FAX (425)487-1734 .s J _�..,,, -- `-ems, i ''"a. 'e`� r' ':..ye a �;. F� '-i7�' qi - ,�y�y �• i+f a r x� �R..,. (206)550-85 13E-2 GROUNDING DETAILS 9- (ONSTRUCTION LLW Pweoweaom QPROJECT CONSULTANTS: ii"'° MUWEOVYR COMNICATIO`S,INC. �Y vii, - .�` ' 1 CONSTRUCTION MANAGER X12 CLIENT REVIEW LLW 7525 BE 24TH ST,SURE 500 MERCER ISLAND,WA 88040 TRASKSIMONET (425)118&7308 DRAWN BY:=CHK-: APV.: CODE INFORMATION: telmon -oomI LLW I AJB Mr / y y ZONING CLASSIFICATION:I=BP L a .•;� mfr I_ 7'��ry BUILDING CODE:IBC 2009 SITE ACQUISITION: CURRENT ISSUE DATE: CONSTRUCTION TYPE TEECOMMUNICATIONS ECNtGE PIERCE 1LICENSUPE: 01-09-13OCCUPANCY:UNOCCUPIED �8 52318419plm-@rykecwmrdn9.com JURISDICTION:CITY OF PORT ANGELES , DRIVING. DIRECTIONS PROPOSED BUILDING USE:TELECOMM L FROM AT&T MOBILITY IN REDMOND:ON NE 73RD WAY(EAST),TURN LEFT(NORTH)ONTO 168TH AVE NE,TURN LEFT(WEST)ONTO SR-202 pEDMOND SITE LOCATION: (BASED ON NADNUMBER:83) PARCEL SSO� WAY),KEEP STRAIGHT ONTO SR4908[REDMOND WAY),TAKE RAMP(RIGHT)ONTO 1-405,TACE RAMP(RIGHT)ONTO KAT EXIT 181,TURN RIGHT ONTO LATITUDE: 48°OT 25.T N(45.12408) 0630000153000000 8 083000024400000 } y RAM,PTAKE RAMP(RIGHT)ONTO SR-624[198TH ST SWI,KEEP STRAIGHT ONTO SR-514[PUGET DR],KEEP STRAIGHT ONTO SR 624[9TH AVE N,]KEEP "LONGITUDE: 123Zr43.5'W(123.4821 STRAIGHT ONTO SR-524[GASPERS STI,TURN LEFT(SOUTH)ONTO SR—VA[3RD AVE M.TURN RIGHT(WEST)ONTO SR-04[MAIN STI,KEEP STRAIGHT e) AREA OF PARCEL: ONTO SR-104(MAIN ST],'CHECK TIMETABLE,TAKE EDMONDS-KINGSTON FERRY(WEST),TAKE SR-104(NORTH),TURN RIGHTTO STAY ON SR-104,KEEP TOP OF STRUCTURE: 95'.C•AGL(MONOPOLE) *5 ODO SQ FT RIGHT ONTO LOCAL ROAD(S),BEAR RIGHT(NORTH-WEST)ONTO SR-104:KEEP RIGHT TO STAY ON SR,104,KEEP STRAIGHT ONTO US-101,TURN LEFT BASE OF STRUCTURE: 0'4`AMSL(ASSUMED) (:W.8 ACRES) (SOUTH)ONTO US-101 IN LINCOLN ST],TURN RIGHT(WEST)ONTO(E)STH ST,ARRIVE 1303 W STH ST,PORT ANGELES,WA 88385 pt OR I(T PROJECT AREA: NEW IMPERVIOUS AREA 350 SQ.Fr. 0 SQ.FT. LEGAL DESCRIPTION DRAWING INFORMATION: DONUTSCALEORAIMNBB.CONIRAOTDR11=VEFUFY APPROVAL/SIGN OFF OF DRAWINGS LT3,-S BL 1� ALL DIMENlOMSIONS.ALBECONBUSISSU OF ANY ��.AILPFEVIDU8IBSUESOFTHlB DRAVVM ARE SUPERSEDED BY THE LATEST REMON. CONSULTANT GROUP SIGN OFF DATE INITIAL AND PRINT NAME AT&T SIGN OFF DATE INITIAL AND PRINT NAME GENERAL.INFORMATION: THE BY IN THIS SET�DISCLOSURE Po PROPRIETARY BY NATURE.ANY USE OIL L1180108URE LANDLORD'S REPRESENTATIVE RF ENGINEER 1.PARKING REQUIREMENT'S ARE UNCHANGED.(NON ASSIGNED TECH PARKING) OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS 2.TRAFFlC IS UNAFFECTED. enUCTLYPROMWED. CONSTRUCTION COORDINATOR INTERCONNECT 3.NO SIGNAGE IS PROPOMM. DRAWING TITLE: PROJECT MANAGER OPERATIONS PROJECT DESCRIPTION: TITLE SHEET THIS PROPOSAL IS FOR THE MODIFICATION OF AN EXISTING UNMANNED SITE ACQUISITION COMPLIANCE THIS FACILITY,CONSISTING OF THE REMOVAL OF(3)PANEL ANTENNAS; ZONING CONSTRUCTION MANAGER THE ADDITION OF(3)NEW PANEL ANTENNAS,THE REMOVAL OF(12)TMAS AND THE DRAWING NUMBER ADDITION OF(9)NEW TWIN TMAS NEAR ANTENNAS&(8)REMOTE RADIO HEADS(RRH) CONSTRUCTION MANAGER PROJECT MANAGER MOUNTED ON NEW MOUNT ON AN 00"NG MONOPOLE:ADD A DC CONVERTER,PLACE T 1 RAYCAP SURGE SUPPRESSOR AND EXCESS CABLE TRAY INSIDE EXISTING TE43 CABINET REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO AND 9928 SBU EQUIPMENT WITHIN A PROPOSED PURCELL FLX16M CABINET MOUNTED TO PROPOSED H-FRAME LOCATED ON AN EXISTING CONCRETE SLAB;ALSO ADD A NEW LTE EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED GPS ANTENNA To AN EXISTING ICE BRIDGE POST. CEI JOB NUMBER: LTE 12-13247 r -'y GENERAL NOTES: GENERAL NOTES(CONTD): STRUCTURAL STEEL NOTES: SYMBOLS AND ABBREVIATIONS 1. DRAWINGSARE NOTTO BE SCALED,WRITTEN DIMENSIONS TIKE PRECFDBICE.THN 26. N THE CASE OF ROOFTOP SOLUTIONS FOR EQUPMENTANDIOR ANTENNA FRAMES WHERE 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE 8LBMI1TEDT0 THE CONSULTANT AAO ARCONNDITIONNG LBS POUNDS SETOF DOCUMENTS IS INTENDED TO BE USED FOR DNGRA M4TIC PURPOSES ONLY. ANCHORING MA CONCRETE ROOF SLAB S REQUIRED.CONTRACTORS SHN1CON Fm OWIOR FOR REVIEW PRIOR TO FABRICATION. AOLABOVE GRADE LEVEL UNLESS NOTEDOTHERWISE.THE GENERALCONTRACTORS SCOPE OF WORK SHALL TO SUBMITTING BD)W IH CONSULTING CONSTRUCTION COORDINATOR AND ARCHITECfTLE APPROX APPROXIMATELY MAX MAXIMUM INCLUDE FURNISHNG ALL MATERIALS,EQUIPMENT.LABOR AND ANY REQUIREMENTS PRESENCE OF POST TENSION TENDONS WITHIN THE ROOF EAB-RESULTING FROM AN I STRUCTURAL STEEL DESIGN,FABRICATION AND ERECTION ONCLUDNG FELD WELONG, MECH MECHANICAL DEEMED NECESSARY TO COMPLETE PROJECT AS DESCRIBED N THE DRAWINGS AND UNDOCUMENTED DESIGN CHANGE IN THE EOOSTING BULDNG ASBUILT DRAWING SET'-HAVING HIGH STRENGTH FIELD BOLTING.EXPANSION IOLTS,AND THREADED EXPANSION BLDG BUILDING NTL METAL L OWNER13 PROJECT MIAJaIAL ORWATE13 AN ORIGINAL DESIGN SOLUTION OF REINFORCED CONCRETEW ENEEDIDED STEEL ANCFORB)SHALL BE BASED ON THE ALRJ.`SPECIFICATION FORTHE DEMON, BLK BLOCKING - N R MANUFACTURE REBM.NTHE EVENTPOSTTENSION SLAB SOLUTION SPRESENT,CONTRACTORSHVILINCLUDE FABRICATION,AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS'LATEST EDITION. -MGR MANAGER Your WOrld.DeiiVered. 2. PRIOR TO THE SUBMISSION OF BIM CONTRACTORS INVOLVED SHWA VSITTTE JOB PROVISIONS FOR X-RAY PROCEDURES ONLLUMO IN ED)FORALL PENETRATION AREAS WHERE SUPERVISIONSWKLBEINACDRDANCEWITH IBC20OCHAFTER22,BYAQWFI KED CLG CEILING MN MINIMUM SITE TO FAMILIARIZE THEMSELVES WITH ALL COOTTIOSI AFFECTING THE PROPOSED ANCHORING OCCURS. TESTBIGAGENCYDESKMATEDBYTHECOMULTAM.THECOMSLLTANTSWLLLBE CUR CLEAR MSC MISCELLANEOUS PROJECT.CONTRACTORS SHALL VISIT THEA SIE WITH THE - FURNISHED WITH ACOPY OF ALL INSPECTION REPORTS AND TEST RESULTS. CORK) CONCRETE CIOW»TOIICONTRACT DOCUMENTS TO VERIFY FLED CONDITIONS AND CONFIRM 21L GEP63M&BUB CONTRACTORS SHALL 118E STAINLESS STEEL METAL LOCKING TIES FOR ALL - CONST CONSTRUCTION RA NOTAPPLICABLE THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN.PRIOR TO PROCEEDING WITH CABLE TRAY TIE DOWNIS AND ALL OTHER GEIERKTIE DOWNS(IAEREAPPUCABLE)PLASTIC ZIP 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUREAIENTS: CONT CONTINUOUS NIC NOT IN CONTRACT CONSTRUCTION,ANY ERRORS,OMISSIONS,OR DISCREPANCIES SHALL BE BROUGHT TIES SHWA NOT BE PERMITTED FOR USE ON AT&T PROA CTS.RECOMMENDED MANUFA07L RE NTB MOTTO SCALE PROJECT CONSULTANTS: TO THE ATTENTION OF THE ARCNRECTIENGINEERVEFBALLY AND IN WRITING. SHALL BE:PANDUIT CORP.METAL LOCKING TES MODEL NO.MLT4S1CP UNDER SERESSD4(OR TYPEOFLEMBER OBIL DOUBLE EQUAL,}PADUIT PRODUCT DISTRIBUTED BY TRIARC OFTACOMA.VA DIA DIAMETER DC ONCPNTER S. THE ARCHTTEC181ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE A WIDE RANGE SHAPE ASTM ABBZ.FY GO KSI DING DM DONAL OD OUTSIDE DIAMETER CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE 800PEOFWCNL B.OTHER SHNFE,PLATES AND IOD ASTMM6,Fy36KSI ON DOWN CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR C.PIPE COLUMNS AS7MAe3.Fy391S1 DET MAL RrNv RSD WESTOWER OMISSIONS OR ERRORS N THE DRAWINGS AND OR SPECIFICATIONS DSTM ICATIONS SHALL NDT DESIGN CRITERIA'. .STRUCTURALTUBING AASK q46 KS1 OW DRAWING PROJ PROJECT EXCUSE SAD CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS N E.ANCHOR BOLTS ASTM A307 PROP PROPERTY COMMUNICATIONS ACDIIROKO M WTDI TIE INTEITOF HESE DOCUMENTS.THE BIDDER SMALL BEAR 1. THE 87MJCTL RAL DESIGN OF-THIS PROJECT 18 N APOORDANCE WITH THE - F.CCNNECTKN BOLTS ASTM AWS EA EACH PT PRESSURETREATED THE RESPONSIBILITY OF N07FYNG ON WRITING)THE MCHRECTIERONEER OF ANY INTERNATIONAL BUILDING CODE 2009WTTH WASHINGTON STATE BUILDING CODE EL ELEVATION CONFLICTS.ERRORS.OR OMSBDNB PRIOR TO SUBMISSION OF CONTRACTORS /AM@OMENTS0802099) 4. ALL MATEAIALTO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER Al2WJA129MK ELEC ELECTRICAL - REQ REQUIRED PLANS PREPARED BY: PROPOSAL LATHE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE EQ EQUAL RM ROOM R90MM8TLYOREXIMIVEWORKUHaEaBDNECTE00THERWIBE 2. DESIGIN LOADS: L AMLWELDING SHALL BE IN CONFORMANCE WITH ALSI AND AWS STANDARDS AND SHALL ECUP EQUIPMENT RD ROUGH OPENING DESIGN DATA FOR CRY OF PONT ANGELES,WA: BE PERFORMED BY WA LO.CERTIFIED WELDERS USING E7OXX ELECTRODES.ONLY EXT EXTERIOR C THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DEBCWBED IN THE - PRC-QUALIFED WEDS OAS DEFINED BY AWS)OWL BE USED.WELDING OF GRADE 611 BHT SHEEP _� QNQINQ QRINO.IN6. CONTRACT DOCUMENTS.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FORALL { SNOW LOAD REINFORONG BARB REQUITED)6FALL SE PERFORM®USING LOW HYDROGEN FN FINISH SM SIMILAR CONSTRUCTION MEANS,METHODS,lEOHNKIUED.SEQUENCES,AND PROCEDURES NIA ONOTA ROOFlOP sO1.Uf10NO ELECTRODES.WELDING O°GRADE 40 REINFORCING BMS OF REQRED)SHAL BE FTIKOR FLUORESCENT SPEC SPECIFICATION FOR COORDINATING ALL PORTIONS OFTHE WORK UNDER THE CONTRACT. $ASIC WIND 8P® PERFORMED LONG E70XXELECTRODES.WADING WITHIN 4'OF COLD BENDS N FLA FLOOR SF SQUARE FOOT ISM WOODVIVILLE4EDDNIM RD NE,SUITE 210 109 MPH PSECGl1Sn REINFORCING STEEL 18 NOT PERMITTED.SEE REINFORCING NOTE FOR MATERIAL FT. FOOT SS STAINLESS STEEL WOODINVILLE.WA MGM S. THE CONTRACTOR SHALL RETAIL ALL EQUIPMBTAND MATEEIN.BADCODNG70 yyINDpPOSURE C REQUIREMENTS OF WELDED BARS. STL STEEL PHONE:426:4L7.1782 FAX:42L487.1784 MAMFA TLIRERSNENDQRS SPECFICATIONS UNLESS NOTED OTHERWISE ORWNERE OA GAUGE STRUCT STRUCTURAL EMAIL: al rvaloreagrmn LOCAL CODESOROMMNCES TAKE PRECEDENCE. - L COL644ORMED STEEL FRANNG MEMBERS SHALL BE OF THE SHAPE,SIZE,AND GAGE DAILY GALVANIZED SID STUD Wim, CODE COMPLIANCE: SHOWN ON THE PLANE,PROVIDE MINIMUM SECTION PROPERTIES INDICATED.ALL GC GENERAL CONTRACTOR SUM SUSPENDED e. ALL WORK PERFORMED ON7FEPROIECTAIOMAT9RVLLa1NSTALLEDBWLLLSEN COLD*ORMED STEEL FRANKS SHALL CONFORM TOTNEA.ULL'SPECIFICATION FORTHE GRw GRAND PROJECT INFO: STRICTAC70RDANCE WITH ALLAPPLICABLE CODES,REGLIW ATIONS.ANDQRDNCES. ALL WORKAND MATERIALS SHALL BE PERFORMED AND INSTALLED N WITH THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS.' GYP BD GYPSUM WALLBOARD THRU THROUGH CONTRACTOR SHAT GIVE ALL NOTICES AND COMFY WITH ALL LAWS,ORDINANCES. TANG TINNED CINREIIf EDITIONS OF THE FOLLOWING CODED AS ADOPTED tN THE LOCAL GOVERNING AVTIORIIIIS. RULES.UTN`rfCOMPAN AND LAWFUL ORDERS OF ANY PUNSTAUTHORITY,TIONAL NOTHING ON THESE RIWB B TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THEA 7. BOLTED MINIMUM CONNECTIONS SHALL USEBEARINGNOTEDTYPE ASTRAOTHER IS7580LT8(314•DYl)MID SHWA. m H(>RQONTAI. TYP TYPICAL WA718 AND l7Tll1YCOMPANY SPECIFICATIONS,ACO LOCAL.AM STATE Jl1R�C1IONg1. CODED: RAVEA MNIMIUM OF7TVOBOLTSUNLFSS NOTED OTHERWISE FR HOUR CODED BEAR NO ON THE PERFORMANCE OF THE WORK. NT HEIGHT UCO UNLESS NOTED - 2006IN7ERNATIDMALBIIRDINOCOOE 2008 NrERNATIDNALL FFMOENTAL CODE L. NONSTRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE SW OLA.ASTM AWT HVAC HEATING OTHERWISE 7. 6063MCONTRACTOR SHALL PROVDE,ATTHE PROJECT SITF-ARILL SET OF 2006 INTERNATIONAL.MECHANICAL CODE 20O6INMRNAnOWALFUEL GAS CODE BOLTSUNlE88NOMOOUMiWISE• VENTILATION WEST PORT ANGELES CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA 2009 NFPA 64-NATIONAL FUEL GAS CODE 2009 INTERNATIONAL FRE CODE ARCO►DRiONNO VERT VERTICAL OR CLARIFICATIONS FOR USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT.THE 9. ALL STEEL WORK SHALL BE PANTED N ACCORDANCE WITH THE DESIGN VF VERIFY IN FIELD O�ROPARENITAIUTOHSUILY) 2108 UNIFORMPLUMBINGELECTRICAL SET SRUCTMWCONTRACT DEACH SUCCESSIVE ONLY HETHE ARE THE RTBSTAMPEDS�OR 2009 NEPALI-L1QIlEFED PETROEIAll GAB CODE 100ENFPA70 RATIONAL ELECTRICAL CODE OTHERWISE SPECIFICATIONAHONACCORDANCEWIIFN ASTM A38 lISE83 NOTED ID BCH DIAMETER 130$W BTH STREET STAMP. 1CilON'AND EACH BII(XLEBSIVE SHEET BEMIS THE ARCHTECT6SIGNED WET D7HEAWISE. IN NCH W/ WITH STAMP. O'�kE CODE ORDINANCES 2012 NATIONAL, -222-SAFETY CODE INFO INFORMATION Wb WRHOUf LOCAL BUILDING CODE diONANC68 2009 ARBA/TINEA-722-0 PORT ANGELES,WA 98383 RDW WASHINGTON STATE ENERGYCODE NFPA4101-LIFE SAFETY CODE IQ ALL WELDS TO BE UP FILLET UNLESS NOTED OTHERWISE INSUL NBUATION WP WATER PROOF B. THE STRUCTURAL DB BY THIS ECONSTRWMENT CONSTRUCTION U IE BB NOR OTED OTEBARE INT INTERIOR CLALLAM COUNTY NQTTOSEALTERED BY THSCONaTAl1CTON PROTECT UNI EBB NQTEDOTHE6M8E ICCIINT RNATI TNA 11. TOUCH UP ALL FIELD DRILLING AND WELDING WITH 2 COATS OF GALVACON SNC RICH ISO INTERNATIONAL 2008 INTERNATIONAL DUSTING BUILDING CODE WITH STATE WIDE AMENDMENTS FOUND N THE IBC PANT)OR APPROVED EQUAL BUI DNG CODE S. SEAT.ALL PENE-TRATIONB THROUGH FREiRA7ED AREAS WITH UL.LISTED OR FIRE - ISSUED FOR: SITE. 1A1PPROV®MA7ERAL6IFMB APPLICABLE AND aRPRD.IECT SITE CONCRETE NOTES: -T T- TELEPHONE CONSTRUCTION IG. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER VM A RATING OF NOT 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACNIS. TOWER/POLE NOTES: -P----P POWER CONSTRUCTIONOUNIDWIRE LESS THAN 2JI ORZAIOBC WITHIN 76 FEETTRAVEL DISTANCE TO ALL PORTIONS OF 2 CONCRETE SHALL SEMILER,PROPORTION®,CONVEYED AND PLACED IN ACCORDANCE - -COAX-COAX- COAXIAL CABLE REV::DATE:=ISSUED FOR: BY: PROJECT AREA DURING CANSIRX:IION. WTNUW7ERLL BFTHE E NOMA PROPORTIONED, THS AT CONVEY RANDAYS PL CED INA RIA CORDANL 1. VERIFICATION THAT THE PROPOSED TOWERNQE CAN SUPPORTTHEPROPOSED ANTENNA 11. CONTRACTOR SHALL MINE NECESSARY PROVISIONS TO PROTECTEXISTNG WI H CHAPTER L LOADING S TO BE DONE BY OT14EM ANTENNA IMPROVEMENTS.EASEMENTS.PAVING,CUBING.ETC.DURNGCO187RICRON.UPON N TYPE Cf CONSTRUCTION 28 DAY STRENGTHS WIC MNMIMM CEMENT 2. PROVIDE SUPPORTS FORTHE ANTENNA COAX CABLES TO THE ELEVATION OF ALL INITIAL AND g OSTEINE COMPLETION OF WORK CONTRACTOR SHALL REPARANYQAMKRE THAT MAY HAVE FUTURE ANTENNAS.ANTENNA COAX CABLES ARE TO BE SUPPORTED AND REBTRA/ED ATTHE OCCURRED DUE TO CONSTRUCTION ON ORABOUTTHE PROPETY. m RATIO CONTENT CENTERS sUITAaLE TOTE MANUFAmu RE s REQIIREAENT& A SLABS ON GRADE PMCUBICYARD Oa EXISTING 12. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING TOPPNC SLABS CONSTRUCTION AND DISPOSE OFALL DIRT,GENRE,AND RUBBISH.CONTRACTOR CONCRETE PERS 2AW PSI 1 AL 0112 SACKS OETAL NUMBER SWILL RI3JOVE EQUPMBR NOT SPECIFIED AS REMAINING ON THE PROPERTY OR ABBREVIATED ROOF TOP SAFETY PROCEDURES 09 BHEETMBBER PREMISES SITE SHALL BE LEFT IN CLEAN COMMON AND FREE FROM PAINT SPOTS. S. ALL STRUCTURAL CONCRETE 4,000 PSI 1 AS 6112 SACKS DUST.OR SMUDGES OF ANY NATURE. EXCEIRTWALIB (WHEN APPLICABLE): - oQ 01-09-13 CONSTRUCTION LLW 18. THE GENERALCONTRACTOR SHALL RECEIVE WRITTEN AITHORPMION M PROCEED C.CONCRETE WALB 4.0110 PSI 3 AS. 61128ACIB SPECIAL INSPECTIONS: (AB PER MXOIDENTPERMISSIONON PROGRaMf-BY PERMISSION OFWIIiEN COrLerRUcnoN, Q11-30-12 CLIENTREVIEW LLW WITH CONSTRUCTION PRIOR 70 STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED NC.-OSIOU9B) BY TRE CONSTRUCTION DRAWINGS/DONTRArT DOCUMENTS. CEMENT SHALL BE ASTM C18%PORTLAND CEMENT TYPE I UAa SPECIAL INSPECTIONS IN ACCORDANCE WITH IBC 2008 SECTION 1704. FALL.PROTECTION METHODS AND EQUIPMENT 14. THE CONTRACTOR DISTURINGNORMALPERFORM WORK DURING CURERS PREFERRED HOURS TO a THE GENERAL CONTRACTOR SHALL SUPEVISEMO BE RESPONSIBLE FOR THE ROOF TOP INSTALLATIONS SOILS/GEOTECHNICAL: DRAWN BY:-CHK.: APV.: AVOID DBnxBND NORMAL BUSINESS. METHODS AND PROCEDURES OF CONCRETE PLACEMENT. ❑SHORING INSTALLATION AND MONITORING 1. FOR WORK SSEINO PFAFORLK®WITHIN 280E AN UNPROTECTED ROOF EDGE LLW A.IB MWO 1& THE CONTRACTOR SHALL PROVIDE ATST WIRELESS.U.C.PROPER NBURANCE THE CONSTRUCTION SUPERVISOR SHALL DESIGNATE ATRANED SAFETY MONITOR []OBSERVE AND MONITOR EXCAVATION 4. All CONCRETE WITH SURFACES EXPOSEDTON COMPO MING?SHALL BE CURRENT ISSUE DATE: CERTIFICATES NAMONO AT&T WIRELESS,LLC.ASAODIIIONAL INSURED,ANDA7aT TO OBSERVE THE MOVEMENTS AND AC7M71W CA71ECONSIRUCTIOM ❑VERIFY SOIL BEARING pef BEARING WIRELESS,LLC.PROOF OF LICENSE(S)AND PE a PC INSURANCE. OBIS,AIR-EO AND WITH AN ANENTR CONTININGENT AGENT CO IN ACC O D ASTM WITH BLE WOOERS. ❑SUBSURFACE DRAT JIAEVT - C61B,CWSARDC7017.TOTAL AIR CONTENT SHALLSEIN ACCORDANCE WTIH TAKE �1 1L CONTRACTOR SHALL BEREBPONBBLEFOR SCHEDULNGAND COORDIATINGALL _ 1804ZIOFTHEBC2009. - ❑VERIFY FILL MATERIAL AND COMPACTION 01-09-13 INSPECTIONS. 2. SAFETY MONITOR SHALL CONSTRUCTION O.E. ❑VERIFY CONDITIONS AS ANTiCIPATED u REMDRCNGSTEEL SHALL CONFORM TOASTMAISONCLUDNG NT 91a BACKING H AIr xSm SAFETY ❑PILE PLACEMENT(AUGER CASTIDRIVENPILE) 17. CALMONI CALL BEFORE YOUOIGI BURIED U'UUMSEXISTNTEAREAANDUTLITY GRADE IARmWAOOPSI.EXCEPTIONS:ANYBIIRBSPEC.IFICILY60NOTEDONTHE MONITOR DISTANCE UST TMEEONTH IOOFAND CONSTRIJOTION ��NVISUAL AND VERSAL ❑OTM� LICENSURE: INFORMATION SHOWN MAY NOT BE COMPLETE.CONTACT THE OE-CALL UTILITY DRAWINGS BOLL BE GRADE 4a"0.01111)PSI.GRADE O RENINDICATEDFORCNG BARS INDICATED LOCATE SERVILE AMINIMUM OF4BHDURSPRIORTO CONSTRUCTION.DW811 ON DRAWINGS TO BE WELDED SHALL OOWCRM TOASTMATOL REINFORCING - S. COR8TR1CI10NffMMVINGWOiKERSMAPPOWI ACH7HNVORUMOFAN REINFORCED CONCRETE - COMPUTING WITH ASTMASIRSI)MAY BE WELDED ONLY IF MATERIAL PROPERTY UNPROTECTED ROOF EDGE,REQUIRES WORRSTO USE SAFETY LEE LEr 1L CONTRACTORMDO UMENTALLWOI(PERPO(WEDWIIHPN==MM9MNi ID REPORTS INDICATING CONFORMANCE VMWELDING PROCEDURES SPECFlNED ❑REINFORCING STEEL AND CONCRETE PLACEMENT `1 SUBMITTOAT&TWaELESS,LLas.oNGWITIHRECLINED CONSTRwnONSET. A.W.B.DU ARE SUBMITTED, ❑PRESTRESSEDlPRECASTCONCRETEFABRICATIONANDERECTION 4. STRENGTH SAR NGTH OFF�US• NOMUN 7M•DIAMETER NYLON,WITH A NONTRIAL 7EBILE ❑BATCH PLANT INSPECTK)N 19. CONTRACTOR TO DOCUMENT ALL GANGES MADE N THE FIELD BY MARKING LIP G. ACCORDANCE SIEELBHALBEDETAILEO(ALLCON CONTINUOUS OKS AND SENDS)IN ❑SHOTCRETE ACCOROAWCE WITH AC1316AND INC UAP All CONTIalOUS TEINFORCEAE7NTAT LEAST TOAT&IN TREE S,U.C.APPROVED CONSTRUCTION SET AROSUBMIffNG THE RECLINED SET 3OBAARDWMETEBCRAMNIMIMOF2-0•.PROVIDE CORNER BARS AT ALLWWLLAND a SAFETY UNE BRILL BE ATTACKED 70A8UBBTANTULL MEMBER OF THE ❑GROUTING TO AT&TWREFS$LLC.UPON COMPLETION. FOO7NGINTFRSECTOL4.LAP CORNER BANS AT LEAST ID BAR DIAMETERS ORA STRUCTURE ❑OTHER 20.FORCOLlOCATION81TE9:CONTACTTOWEROWNERREPRESETATNE FOR MINMUMOFT-0•.IAP ADJACENT MATS OFWELDEDWIREFABRICAMNGaMO'CAT a SAFETY LINE LENGTH SHALL BESET ALLOWING CONSTRICTION W/OaERTO .•,'♦>RAR,O PARTICIPATION N BID WALK SNDESAND ENDS. REACH EDGE OF ROOF.BUT NOT BEYOND. - STRUCTURAL STEEL: _�• WEI 21.GENERAL CONTRACTOR S TO COORDINATE ALL POWER INSTALLATION WITH POWER 7. WELDED WIRE FABRIC SHALL CONFORM 70 ASTMA-I& - ❑FABRICATION AND FIELD WELDS 7. SAFETY SELTSBHVYLSEWORN BYALL CONSTRUCTION W10RIffA8. ❑ERECTION AND FIELD WELDS AND BOLTING COMPANY AS REQUIRED,CONTRACTOR TO REPORT POWER INSTALLATION S. SPIRAL REINFORCEMENT MALL HE KAN WIRE CONFORMING TO ASTM ASIS,GRADE S4 ❑OTHER DRAWING INFORMATION: OOORONATION SOLUTION(S)TO NETWORK CARRIER REPRESENTATIVE,PROJECT 6. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION - CONSTRUCTION MWNAGERANDARCHITECT. - Cy�0.009 DIB, EQUIPMENTSHALL OCCUR BY THE SAFETY COM1WrME REPRESENTATIVES. DO NOT SCALE DRAWINGS.CONiRAC70RM1STVERIFY 9. NO BARB PARTIALLY EABEDDEDINHIIEDBNED CONCRETE 91W1SEFlELD BENT INCLUDING: ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY 22.ANY IC MAN�7ERIALB ANGOR EQUIPMENT.MIST BE APPRpVED BY AT&T UNLESS SPECIFICALLY 80 DETAILED OR APPROVED BY THE OONSU.TAIT. INSPECTION OF CONSTRUCTION AREA FOR HAZARDS STRUCTURAL ALUMINUM: ERRORSANDONSSIOSEDEDB THE 9S9U30FTN. ❑FABRICATION AND SHOP WELDS oRAYyNGARE SUPERSEDED OYTNE LATEST REVISION. 14 CONCRETE PROMOTIONOCIOVEIn FOR REINFORCING STEEL SHALL FDLLOYRR USE OF AN INSPECTION CHECKLIST ❑ERECTION AND FIELD WELDS AND BOLTING THE INFORMATION S CU ORMATION CONTAINED IN THIS SET OF DOCUMENTS ZL IN THE CASE OF ROOFTOP SOLUTIONS FOR�IPMFJTNNOMANTENNA FRAMES LNTERVIEWRO COWORKERS REGARDING SAFETY CONCERNS ❑OTHER S PROPRIETARY BYNATURE ANT USE OR DISCLOSURE WERE PENETRATION OF DCBTNG ROOFING MATERYI.B OCCUR THE GENERAL REPORTi110 AND DOCUMETIIG ANY HAZARDS OTHER THAN WHICH B RELATED TO NAMED C1BR B CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER AND BURRING ROOFING FOOTINGS•SURFACES,AND OTHER HFACE UNFORMED e• iEPORTINO HAZARDS TO7HE SAFETY COMMITTEE FOR O(1T'SIDFJRATIOI BTRICRYRROHBRED. AUGME AUGMENTATION OF RECORD FOR INSTALLATION,PATCH,UEPAITOR EED UN POSING RESULTS OF INSPECTION AND ANYACBON THEN ROOFING CONTRACTORS FOR MOHE ISTURE KGENETRATIO CRANDO •FORMED SURFACES EXPOSED RECEMNGANUNBIASED REVIEW OFONE'SOWN WONAREA BYANOTHER STRUCTURAL MASONRY: DRAWING TITLE: FUTURE REACH O lROO GANTEWARRANTY FORMOSTIItE PENE7RA710NCRANIO OiIER - COWORIEASAFETY REPRESENTATIVE FUTURE BREACH OF ROOFING INTEGRITY 70 EARTH OR WEATHER MI6 SAAB OR LARGER) 2• ❑CONTINUOUS (15 BARS OR SMALLER 11? FEFER70ROOFTOP WIORNAREA8AFETYPR13T000L ❑PERIODIC 24.IN THE CASE OF ROOFTOP SOLUTIONS WITH THE MTAUATIM OF ANTENNAS WITHIN NATDO NALASSOATION OF TOWER ERECTORS 70M PUBLICATION ❑ GENERAL NOTES CONGEALED OBHOUDED)SUPPORT FRAMES ORTRPODS,THE GENERAL -SLAW AND WALLS ONTERIOR FACE) 8k• - CONTRACTOR SHALL COORDINATE WITH THE FRP DESIGNERFABRICATORTO ENSURE 11. BARS SHALL BE SUPPORTED ON CRAM OR DOBE BRICKS. - REFERENCED OSHA REOUATIONIBTMOARDS SHALL BE REVIEWED BY TOWER OTHER: [[DRAWING NUMBER: THAT THE FINAL FRP SHROUD IS MAXA71N O ON APPEARANCEIDESKIATED EXISTING ERECTORS, EXTERIOR BUILDING FACADE MATFIIAL$TEXTURES,AND COLORS.THE CONTRACTOR EQUIPMENT INSTALLERS,AND TOWERROOF TOP 12 ANCHOR BOLTS TO CONFORM TO ASTM A307. CON-1 'TOR-SISUBCONTRACTORS SHALL FURTHERMORE HE PHOTONSURE THEUSEaPAAREPRRSUED.THEEIRSNALLFlP 29CFR 1B2B.LOD-SCOPE,APPLICATION.MWDDff1NITNONB ANCHORING TO CONCRETE: SHALL ENSUE WHEN PHOTO CONSTRUCTION REPRESENTS ARE PROVIDED,THECONTRACTORINDICATED EDIN BE BY AN 29 CFR 1926.601-DUTY TO HATE FALL PROTECTION SHALL ENSURETHAT IONS. HO DRAWINGS BE POT8WHATHE GENERAL 18. SHALL BE GROUT AN SHALLDIN GTR@EDCORAPPROVEDTHE NANCIURERMO 19 CFR 1926.RQ-FALL PROTECTION SYSTEMS CRITERIA AND PRACTICES ❑BOLTS INSTALLED IN CONCRETE _ COWR SIMULATIONS.SHOP DRA CORD SHIM,A PROVIDED CT PR GENIAL SHALL BE MDED AND RACED IN GROUT 8 ACCORDANCE WITH THE LEAST IC LM11.T 8 CONTRACroR CONSTRUCTION COORDINATOR,AHD ARCHITECT PRIOR7O PUBLISHED RECOMOiENDATKINB,OROUf STRENGTH SNAIL SE AT LEAST EQIM1LT01FHE ❑POST-INSTALLATION ADHESIVE ANCHORS 1 0 FABRICATION AND CONHTRUC KK MATERIAL ON WHICH IT S PLACED($000 P91 MMMUW). mPOST-INSTALLATION MECHANICAL ANCHORS 14, ALL EXPANSION ANCHORSTOBEHLTBRAND.ADHESIVE ANCHORSREQUIRE TESTING CEiJOB NUMBER: LTE 1243247 TO CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER. THIS IS NOT A SURVEY ALL INFORMATION AND TRUE NORTH HAVE BEEN OBTAINED FROM EXISTING DRAWINGS AND ARE APPROXIMATE. Delivered. / `\ / , / ��\ \•/ / / \ ' \ PROJECT CONSULTANTS: /(E)GRASS/ / ADJACENT ZONING USE: SINGLE FAMILY `\ / Wa TOWER �s/� \ / ' ZONE: RS7 !/ \.\ \ rommuNlCA1mNs TL�06300001 0750000 ! , PLANS PREPARED BY: \� \� \ / !! !/ � � `�"`�---•—�(E)WALKING PATH < / \ ENGINE ERINO.IMO. iBBiSWDDDNVB.LE-REDMOND RD NE SUITE 210 EMAIL agimomnambnoew.mn / \ / i \' \• / / WWWZORNERSTONEENDRCOM PROJECT INFO: ADJACENT ZONING tv� / / }1 / `./ / WA718 USE: SINGLE FAMILY ! ZONE: / SUBJECT ZONING l(E)BASEBALL FIELD!! WEST PORT ANGELES R57 y / USE: PARK , a / / _ ' \/ TL#0630000245000000 y 03 A ` ZONE: PBP / ` 13W 8TH STREET `•. ! / PORT ANGELES,WA TL#0630000153000000 ," / �. cLALLAM COUNTY`\ .385.000 SG.Fr. / / \ \ / 8.8 ACRES \ r ) ( ` ISSUED FOR: FE)CH N-LINK`` (E)9S -0'STEEL UTILITY ` 2 MONOPOLE W/AT&T 4CONSTRUCTION ANTFIJnu►sauGHrSTANDARD 11 Tl(E)BASEBALL FIELD `` ` REV::DATE=ISSUED FOR BY:/ '7 � I ( l(E)FOREST SUBJECT ZONING 2 USE: PARK (E)BUILDING ZONE: PBP ` Z�00 TL#0630000244000000 ` /`/' ADJACENT ZONING 85 3 .000 SO.FT. 7_ 8.8 ACRES �—_ .�_ 2 USE: PARK Q 01-0&13 CONSTRUCTION LLW ZONE: PBP \ \. (E)OTHER CARRIERS -1. `\ / \ ��f—�. QA 110.12 CLIENT REVIEW LLW ANTENNAS 8 LIGHT STANDARD �. _r / TL#0630000154000000 `�'\ `• ! \� l (E)LIGHT �\ ,` / '\ DRAWN BY:—CHK,: APV.: STANDARD(TYP OF 8) / `�?- —(E)AT&T EQUIPMENT COMPOUND ` / / • �. / j yy` \ L LLW AJB Mwo `0-1\/ (E)WALKING P / ;Y \^ 1 �, . `(E)TREE LINE CURRENT ISSUE DATE \_ ADJACENT ZONING 01-03.13 \• � \'\ --'-"� `_fir,- ILICENSURE: / '------ \ USE: MULTI FAMILY / \ L \ / ZONE: RHD !,+ `\ \\ (E)PARKING LOT 7 \. S�iI1 \ L(E)FOREST TL#0630000253200000 i // '`\ / \ �(E)GRASS-7 ,/� Zl� '• `" ADJACENT ZONING \ , USE: PARK /'? !T#0630000255480000 \ /,y� `� / `*. ZONE: PBP TL#0630000243000000 ! % ADJACENT ZONING \\ F . / S_ DRAWING INFORMATION: / USE: MULTI FAMILY \ /\ \ (E)TENNIS COURT 7 ;'_ DONOTBCAIEDRAWNGS.CONTRACTOR N1ISTV9RFY ZONE RHD \4\ ALL DIMENSIONS AND ADwECONSLLTANTSOFANY ERRORS AND OMISSIONS.ALL PREVIOUS IBSUE9 OF 7M i j \ \\ " •�' \ DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS TL#0630000255160000 / \ !� IB PPONoa ascLoau8E OTHER THANNMCH I3 RELATED TO NAMED CLIENT IS `LD DRAWING TITLE: "\ ADJACENT ZONING \ ACCESS' /(E)FOREST SrM PLAN USE: SINGLE FAMILY ZONE: R37 \`\,6 \ DRAWING NUMBER \ / TL#0630000255080000 PLAN NORTH A-1 0 SITE PLAN CEI JOB NUMBER LTE 12-13247 22x34 SCALE:1'=w4r I11x17 SCALE:1'_w4r [NOT E: NOTE: EE RF-1 FOR ANTENNA PLAN RF-1 FOR ANTENNA PLAN O x x \ C a n at&t PROPOSED AT&T GPS ANTENNA 70 � PROPOSED FIBER TRUNK RUNK Your world.DeVered. A-0 CABLE Nl aI FLX16SCABIETTIO PROJECT CONSULTANTS: SURGE SUPPRESSION ` I ( DISTRIBUTION UTION UNIT I 60501, I PROPOSED(2)46V DC ' T WES A1111110T � OWER (E)(6)DIPLDERS , d ' POWER TRUNK CABLES (E)(B)DIPLEXER.S c COMMUN/CATM8 ' FROM(E)TE43 TO SURGE (E)ICE BRIDGE �. " SUPPRESSION (E)ICE BRIDGE-_ �\ PLANS PREPARED BY: �/A DISTRIBUTION UNIT n �•` /1W �� ` �• ANO.IM G. (E)GPS ANTENNA `\\ \� (E)GPS ANTENNA �� .'` I �• \Y I=WOODINVIL E4tEOMtND RD BURE2W PROPOSED(1)DC 9' 16/8'0 8U718�H (¢)COAX N a, \ 15/ 8(H B 1�E ( COAX �oa�as Ie7.tnz Fuc�e►.mr CONVERTERTOT643 (E)NOKIA (6) (E) �E) OKIA:t \ �. EMAIL' GROW lw8broww n Aa CABINET \ % �4� �' CABINET \ .�/ �!\ WyWycaNERSTONE*NGRCOM PROPOSED EXCESS CABLE % (E)ARGUS\\\t (E)ARGUS ��/ �\ PROJECT INFO: ENCLOSURE NA RAYCIP TE21 CABINET =a� I TE21 CABINET �`f /�:. / SURGE SUPPRESSOR S'� 2 // �•��;'� ��.. �" � ' �' WA718 WITHIN(E)CABINET :/ n/ // �\ /t. f\ _ •(i' \, �L• �, °:. "`\ �. as WEST PORT ANGELES < ' / n\ (E)10'-0"x 10'-0' , CONCRETE PAD-� !�� G' �,,. �\ CONCRETE PAD 1303 W STH STREET PORT ANGELES,WA 98363 / E TE43 J 3 ' V /�\ \ CLALLAM COUNTY CABINET / j \� j' CABINET (E)METER BASE �` \ (E)UMTS j . (E)METER BASE 1 (E)UMTS •' {�� ISSUED FOR PROPOSED �-/ CABINET ,° / 11REV::DATE.=ISSUED (E)VAULT \/ (E)VAULT� rj ``\j �\ eCONSTRUCTION CABINET \ F \ � FOR BY: '\ • 8�0► �' \\ \\\ Ef" j/ ® 014)9-15 1 CONSTRUCTION LLW / INET PROPOSEOD FLX16YV8 QA 11-3412 CLIENT REVIEWCABLLW / PROPOSED HfRAME A.3.1•A-311 - \/. - `� \ ' \ / i v \ \- C �\ \. [CURRENT DRAWNBY.=CHK: APV: (E)H-FRAME W/HOFFMAN BOX `. (E)H-FRAME W/HOFFMAN BOX LLW AJB188UE DATE 01-09-13 (E)LmLrTYH+vAME i `. �\-(E)UTILITYH•FRAME LICENSURE: (E)6'-W HIGH CHAIN-LM --------- �� (E)V-0-HIGH CHAIN-LINK SLFy I ¢\. FENCE W/PRIVACY SLATS , y FENCE W/PRIVACY SLATS f r \ � 1 �i �:. � �-\ �, 11 �/ � � mil.`• L(E)GRAVEL I\ \\ \ (E)GRAVEL- \ \ �• `�. _ �l cc CoA t DRAWING INFORMATKW. DONDTWALE DRAWINGS.CONTRACTOR MISTVERIFY \` ✓/ »+\��////// ALL DIMENSIONS AND ADVISE CONSULTANTS OFANY ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THE \ \ DRAWING ARE SUPERSEDED BY THE LATEST'REVISION. \ THE!FORMATION CONTAINED INTHIS SET OF DOCWENIB a PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE OTHER THAN YRBGI B RELATED TO NAMED CLEM B STRICTLY PROHIBITED. \ DRAWING TITLE: \` \\ EXISTING&PROPOSED \ \ EQUIPMENT PLANS \ \ DRAWING NUMBER PLAN NORTH � PLAN NOM A-1 . 1 0 PROPOSED EQUIPMENT PLAN 2 EXISTING EQUIPMENT PLAN 22x94 SCALE:12'-1'-0' 11x17 SCALE.IIC-1•-0• 22x34 SCALE:Ire=1'-0' 11x17 SCALE:114,=1.0' CEI JOB NUMBER LTE 12 192A7 PROPOSED POWERWAVE TWIN THA-11(TYP OF d) 8 • 12 ASI A-31 (E)TMAB TO BE TOP OF(E)LIGHT POLE REMOVEDCM OF ALL) TOP OF(E)LIGHT POLE9r-0'AGL � 97'-0'AGL *-In! Delivered. PROPOSED AT&T LTE ANTENNA(1 PER SECTOR TYP OF 2) A 3 RAD CENTER OF PROPOSED PANEL ANTE—NNAS � _ _ - RAD CENTER OF(E)PANEL ANTENNAS AT&T 4 PROPOSED CHAIN MOUNT a - - 91-0' 'AOL Y %Z4r AGL PROJECT CONSULTANTS: 2100td1x RRH -•—(E)ANTENNA(TMP OF])TO BE REMOVED r REPLACED -RAD CENTER OF PROPOSED Tom! (E)TMA-11 TO BE REMOVED(TYP OF Aly WES TOWER -PROPOSED AT&T 701I0k RRHQw commumicATIONa RAD CENTER OF(E)PANEL ANTENNAS RAD CENTER OF(E)PANEL ANTENNAS (E)ANTENNAE(1 PER - - - - - � (E)ANTENNAE(1 PER - - - - - � PLANS PREPARED BY: SECTOR.TYP OF 3)—.� 72 W4r AGL SECTOR TYP OF S) PROPOSED POWEIRIMAVE TWIN TMAB OF Ad1 COP�1l1lf'OHNI • � ' � ■MOIN{1I11M0.INC. (E)LIGHT STANDARD (E)LIGHT STANDARD - - CENTER OF(E)LIGHT STANDARD dill, - - - - CENTER OF(E)LIGHT STANDARD It ISS t7S4'AGI t75'4'AGL r PHONE:.1�732EFAx.-425M.IM EMAIL oY DWOVIONWWAU n PROPOSED SURGE 8UPPRESSKIN UNIT /141J WWW PROJECT INFO: WA718 WEST PORT ANGELES (E)(9)1 SWO A(S)718'H COAX (E)(6)1 MrO 8(6)7B'0 COAX 1303 W 8TH STREET PORT ANGELES,WA 98383 (E)9r4r STEEL UTILITY MONOPOLE (E)97'40'STEEL UTILITY MONOPOLE CLALIAM COUNTY Ll ISSUED FOR: CCONSTRUCTION REV.=DATE:=ISSUED FOR BY: PROPOSED FIBER TRUNK CABLE FROM PURCELL FL X1GWS CABINET TO SURGE SUPPRESSION DISTRIBUTION UNIT OUTSIDE OF POLE PROPOSED(2)TSV DC POWER TRUNK CABLE FROM(E)TEM,TO SURGE SUPPRESSION DISTRIBUTION UNIT OUTSIDE OF POLE ® 01-09-03 CONSTRUCTION LLW QA 11-30.12 CLIENT REVIEW LLW DRAWN BY:=CHK: APV.: LLW IUB MWO CURRENT ISSUE DATE: 01-09-13 LICENSURE: LE (E)UMTS CABINET (E)UMTS CABINET (E)CHAIN-UNK (E)CHAIN4-INK i (E)NOKIA&ARGUS TE20 CABINET r FENCE W1 BARB WIRE (E)NOKIA d ARGUS TE20 CABINET FENCE WI BARB WIRE PROPOSED AT&T 10 / PROPOSED EXCESS CABLE GPS ANTENNA Aa , ENCLOSURE&RAYCAP I / SURGE SUPPRESSOR (E7 AT&T GPS ANTENNA MMSS43- (E)AT&T GPS ANTENNAEND lA- DRAWING INFORMATTOPt (E)DOGHOUSE W/(6)1 (E)DOGHOUSE W1(B)1 DO NOTWALE DRAIKrPm.CONTR�OM MusrvERFv 5J8'0&(8)718'0(E)COAX (E)TE43 CABBNET 518'0& 718 0 COAX / (E7 TE43 CABINET �u aMENeiaRsnxD AI7VIBE c�RsuuPxra aPair r (6) (E) / E�umOr .ALLPREvrouemeumOFTws 1 / PROPOSEDFLXIS DRxwaGAR SUPERSEnmBYTH LAIWiEVM�. ONC�P�R�OICPOSED 7HE as Pft7AR a8YNAfIMm ANY LI sE R DOGnFllra }::: /r :.h,: r: . f •,t >, y,a / HfRAWM {.:,..: . r aPwaPRET�RYeYR1tREIATE TON MEDMIENT19 •'�'•.' / y,;.; t• •;,:;;:•;. „y,_ OTHER THAN WMICH 19 a7RICRYPROHBDID. CL6rTB %'43;' ftXjv•.•• r; F ', �� DRAWING TITLE- (E)METER BASE ITLE(E)METERBASE �,: <r:N;`;y;•. t (E)METER BASE EXISTING&PROPOSED (E)VAULTa., A: (E)VAULT NORTHWEST ELEVATIONS '•`�=;'?- „rY. .j$kiir,,�`;%-. �i:�t: •>.. :?v % 1 _}Y:. „z�' ' : . :.:-gal :� DRAWING NUMBER ..� GRADE(REF) . 4�':. •,c, GRADE PEF). c a:c car 0'-'(ASSUMED) WAX 0'-0'(ASSUMED) 7, T F U FO E F0 PROPOSED NORTHWEST ELEVATION 2 EXISTING NORTHWEST ELEVATION A-2 0 22x34 SCALE:3118'-1'�' 11x17 SCALE:3W-i-(r 22[34 SCALE:3118'=1'-0' 111x17 SCALE:3132'=1'-0" CEI JOB NUMBER LTE 12-13247 CHAIN MOUNT ,1• PART# DESCRIPTION 2 0-4'0 STT] AT&T GPS will WT PIPE MAST CHM3 TRIPLE SECTOR RAYCAP'SQUID' ANTENNA SURGE SUPPRESSION i 4 1/4 GALV GR DISTRIBUTION UNIT 5'-36'POLYGON -— 40 CHAIN, OR ROUND POLE 114"LONG 1719'0.0.PIPE - OUT WO Delivered. HBE �� e� t RLSS PIPE TO PIPE L 171/4' _ STALLED WITHIN � Cep S�112'0 U-BOLT F RADIO UNIT (PART#CIO-158.001) TOp PROJECT CONSULTANTS: O/ O DISTRIBUTION SHELF (2 PER PIPE MAST) \ /� H MANUFACTURER:RAYCAP (18 BREAKER POSRIONS) MODEL:DC6 48.80-1&W'SQUID" • MANUFACTURER:ALPHA TECHNOLOGIES WES TO WER MODEL:24VI48V DC-0C CONVERTER PIPE WELDMENT 'e ARGUS 8175";SRU ) GOMMI/NICA77ONS GH " —MOUNTINGBRACKET PROVIDED BY s s WIDTH: 17.24';19'@3'RACK MOUNTS PLANS PREPARED BY: MANUFACTURER DEPTH: 12.20' ANGLE NOTES: WEIGHT: 46 LBS (2)HEAVY DUTY 117 S.S.BANDING 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY FRONT ■"o" • AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25%OF THE CONVERTER SHELF WI POSITIVE LOCK BUCKLE SYSTEM SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA (SPACE FOR UP TO 4 1Sa73 W OODINVILLSRFDNOND RD IE,SURE 210 PIPE WELDMENT OR APPROVED EQUAL �`— 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR Mn CONVERTER POSITIONS) wooaN1732'F A-42& PIIOMNL: A8gjom Fkw*w A87.179/ (E)POLE EMAIL: m ERSTON- NGPLCOm � SIGNALS FROM A MINIMUM OF FOUR(4)SATELLITES.VERIFY WITH ELEVATION HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA www coRrERSTONE ENraecOM PROJECT INFO: • SURGE SUPPRESSION UNIT GPS ANTENNA 10 DC-DC CONVERTER 9 WA718 • • 22x34 SCALE:1 111=T-0' I11x17 SCALE:314"=T-W 22x34 SCALE:NTS IIIx17SCALE.Nn 22x34 SCALE:1 117=1'4r 11x17 SCALE:314'm T-0" FRONT SOLAR 1219/32. WEST PORT ANGELES SHIELD 1303 W STH STREET RRH PORT ANGELES,WA 98383 1/2'0 U-B%T to ' • CLALLAM COUNTY (2 PER PIPE MAST) � .•s .o ISSUED FOR: L TD OP CONSTRUCTION 2'0-4"0 S WT PIPE MAST I 1-7' REV:-DATE=ISSUED FOR BY: TOP 1'-4 13118' � • MANUFACTURER:ALCATf3-LUCENT TOP LL • t—/ MODEL•GM SBU HEIGHT:lirN4 IN,1 4. 40 WIDTH: 3,489';2U(Ra ck Units) MANUFACTURER:ALCATELLUCENTISO VIEW CHAIN,,14"LONG aDEPTH: 11.81" V-413118" MODEL•DCX-484104RM MANUFACTURER ALCATELLLl10ENT 01.09.13 CONSTRUCTION LLWWEIGHT: 28 LBS HEIGHT:3.469';2U(RACK UNITS)ANGLE FRONT WIDTH: 10.8' MODEL:SW HE ;��RRH 70OMHZ QA 11-30-12 CLIENT REVIEW LLW__1/ OCA WEIGHT: 28 L9S WIDTH: 12.6' �W-36'POLYGON FRONT WEIGHT: LOS DRAWN BY:—CHK: APV.: OR ROUND POLE LLW AJB MWO 11CURI;tENT ISSUE DATE CHAIN MOUNT 8 BBU DETAIL 7 RAYCAP SURGE SUPPRESSOR 6 70OMHz RRH rJ L 01-09-13 22x34 SCALE:1"■1'-0" I11x17 SCALE:11T=1'4' 22x34 SCALE:1 1/2"=1'-0" 111x17 SCALE:314'■1'40' 22x34 SCALE:1 112'=114' I 11x17 SCALE:314"-1'4r 22x334 SCALE:1 1/7=V-Cr I11xI7 SCALE:314"-1'4r LICENSURE: 10 Sl8'. TOP / MIO NUT REMOVABLE III fi $ COVER o i r• r OPPOSITE BRACKET e ; DRAWING INFORMATION: a N DO NOT SCALE DRAWINGS.CONTRACTOR MIISTVERFIf S ALL DIMENSIONS AND ADVISE CONSLLTAWS OF ANY @ ® r ERRORS AND aNIB&aNs.ALL PREVIOUS®9uEs oFnU16 05 f i 9 M10 • • REMOVABLE I9' DRAWING ARE SUPERSEDED BY THE LATEST REVISION. BOLTHEX RACK EAR TYP T!E i RFowunRY CONTANF�A Y U BET OF DISCLOSURE/' IS PROPRIETARY BY NATURE ANY USE OR DIBClOS1RE mmm M10 --STANDARD 19' OTHERTHAN WHICH IS RELATED TD NA6EDCLBfT IS ISO VIEW HEX BOLT \a STANDARD 1w K sTRICT�YFROHiBnED. PIPE BRACKET EQUIPDRAWING TITLE: FLATWASHER FRONT VIEW SIDE VIEW MANUFACTURER:ALCATLUCENT LOCKWASHERMODEL FO-15-ABOX CEO 10505 NBMANUFACTURER: R DETAIL SHEET TI MODEL:8442 RRH AWS 2100MHz EXCESS FIBER CABLE ENCLOSURE FRONT HEIGHT:24.4• DIMENSIONS:17'W X 1.9/4'H(1U)X 1ZID m QUINTEL MODEL [[DRAWING NUMBER WIDTH: 10^8' CAPACITY.20m(Oft)OF 10MM CABLE TOP VIEW QS8858-2 DEPTH: 8.7' WEIGHT:49LBS A-3 0 2100MHz RRH 4 RRH MOUNTING PIPE CLAMP 3 EXCESS CABLE TRAY 2 LTE ANTENNA DETAIL 22x94 SCALE,1 112'=1'•O' 11x17 SCALE 3/4"-14r 22x34 SCALE:3'=1'-W 11x17 SCALE:1 112'=T-w 22x34 SCALE:1 1/7-1.-r 11x17 SCALE:314"=T-0' 22x34 SCALE:1@"=1'-0' 11x17 SCALE:1/4"=i-(r CEI JOB NUMBER LTE 12-13247 1 � TOWER MOUNTED AMPLIFIER 31/2'FLUSH MOUNT MANUFACTURER POWERWAVE STANDARD MOUNTING KIT STEEL PIPE FLANGE 31/2'9o.D. 10 KAI NO. PART NAME QTY RECOMMENDING TORQUE MODEL 0.01 Trig -001 1 FOXED CLAMP 4 GALVANIZED PIPE WIDTH 6,r 2 HEX CAP BOLT M10 4 17MM SPANNER DEPTH 3 PLAIN WASHER M10 44' 4 SPRING WASHE M7o 4 240kgf. m TOP OF CONCRETE A CH RS W/4A EXP. Olit4 Delivered. H 8 240kpLCm I ANCHORS W/4'MIN EMBED e'Ye NOTE: ALL CONNECTION COMPONENTS PROJECT CONSULTANTS: ARE STAINLESS STEEL 304 ASTM T& �� ELEVATION VIEW C 31IT FLUSH MOUNT 3 1/T90.D. Wj•�R STEEL PIPE FLANGE�i GALVANIZED PIPE COMMUNMA77MB PLANS PREPARED BY: I + cl-- ew�e eent@�IfTONY I I I IS=wIxTD-N.LE++F=bDr+D BD M.wrtE 210 WOODWYSLE•WMlM NE PHO420ABTAM FAX426ARAM I EMAIL =6mmwmIcn�W=M PLAN VIEW I WWWAORNF.RSTONE-rNOR.00M • 000 PROJECTINFO: POWERWAVE TWIN TMA 112 ; NOT USED 110 H-FRAME MOUNTING DETAIL 9 WA718 71x34 SCALE:7-V0 111x17 SCALE:1 1!2'-1'-0' 22x94 SCALE:NTS 11x17 SCALE:NTS 22x34 SCALE:3"=1:4-' 11x17 SCALE:1 1/2'-1'4t' B.T I If' 'll I WEST PORT ANGELES I &A TOWER MOUNTED AMPLIFIER I 1303 W ELESTH STREET MANUFACTURER POWERWAVE I TTAW-07BP111-001 7-3' CLALLAM COUNTY O.D. I PORT ANGELES,WA 98383 MODEL ui ® ❑ HEIGHT 9.9' PIPE MAST� I ANTENNA WIDTH 8.T ISSUED FOR DEPTH 5.4" I HILTI HSLBad1225 (in-O) ITRQUE EQUIPMENT CONSTRUCTION G CABINET BASE 2 I EQUAL.(INSTALL PER REV:-DATE:—ISSUED FOR: BY: MANUFACTURER'S 1 RECOMMENDATIONS) TOP OF CONCRETE 50 51 4 ao m a • CONCRETE 014)9-13 CONSTRUCTION LLW III ? %. WQ 11-30-12 CLIENT REVIEW LLW °+ _Z DRAWN BY:—CHK: APV.: LLW /UB MWO rCURRENT ISSUE DATE: POWERWAVE TWIN TMA 8 ANTENNA ATTACHMENT 7 NOT USED 6 EQUIPMENT ANCHORAGE cJ L 01-09-13 22234 SCALE:3'm 1'4r 11x17 SCALE:1 117'=1'0' 22x34 SCALE:1'=1'-0' 11217 SCALE:1/2'=1'0' 22x94 SCALE NTS 11x17 SCALE:NTS 22x34 SCALE:T=1'-W 11 x17 SCALE:1 1/2'=1'-0' LICENSURE EQUIPMENT CABINET DIMENSIONSS LEy MANUFACTURER URCELL 2'4r MODEL LX Ll Ll HEIGHT 30' / a DEPTH 20' WIDTH 5' PURCELL FLXIBWS FLXIBWS �.' S. CABINET Wf BBU 7 m _ DRAWING INFORMATION: T 3 20.00 DONOTSCAIE DRAW=.COIGRACfOR►AISTVEMFY ALL DIMENSIONS AND ADNSE CONSULTANTS OF ANY •� ERROFMAND gRBBIONB.ALL PREVIOUS BSUlS30F THB . \� PLAN DRAWYM ARE SUPERSEDED BY THE LATEST REVBI@L INTERNAL THE INFORMATION CONTAINED IN THE SErOF OOpJMEMM BUSS BARe e E PROPRIETARY BY NATURE ANY USE OR DMLOSURE °® O• OTHER THANWCH E RELATED TO NAMED CLIEW0 STRMYPROHBRED. 1 518'x1 5v S.S. O Q UNNTMUTU•BOLTED CABINET ODRAWINGTrrLE: TO 21/T9 PIPE,TYP GROUND WIRE STUDS °• Q° DETAIL SHEET PIPE FLANGE a moo 00 DRAWING NUMBER (E)GRADE FRONT SIDE A-3. 1 0 NOT USED 4 NOT USED 3 H-FRAME DETAIL 2 PURCELL FLX16WS CABINET CEI JOB NUMBER LTE 12-13247 22x34 SCALE:NTS ------711x17 SCALE NTS I 22x34 SCALE NTS Illxl7SCALE.NTS 22x34 SCALE:314'=1'-0' 111x17 SCALE:318'=l'-W 22x34 SCALE:314'-1'-W 11x17 SCALE:31W-v4r at&t Yourworid.Delivered. APPURTENANCES ITEM NEW EXISTING REMAIN REPLACE TOTAL RF DATA SHEET TRUNK CABLES PROJECT CONSULTANTS: ANTENNA 8 8 3 3 8 SECTOR QTY �� AZIMUTH ANRAD TYPE OF CABLE LENGTH PLACEMENT TMA 9 12 0 12 9 LTEX 1 91'-0'AGL 120' SEE DETAILIIA,3 INSIDEOF POWER MONOPOLE WEs rdWER RET YES YES - - - LTE Y 1 91'-0'AGL 210' SEE DETAIL IIA-3 CONMUNIGAT/ONS FIBER �r.a INSIDE OF 700MHz RRH 8 0 0 0 3 LTE Z 1 91'-0'AGL M. SEE DETAIL i/A.9 MONOPOLE PLANS PREPARED BY: 2100MH2RRH 8 0 0 0 3 �INOINl6N O�N�. PER RFDS REVISION 1.2 DATED 11-20112 IWE WODDPMLIE-REDMOND RD IE,SUITE 210 WOMN ALLE,WA1ffl= PHONE:42SA67.17= FAX:42BAB7.1734 EMAL: m*wmw2bw4 1=n WWWOORNERSTONEENW OTM PROJECT INFO: SCHEDULES 3 WA718 22414 SCALE:NTS 11x17 SCALE:NTS WEST PORT ANGELES 1309 W STH STREET PORT ANGELES,WA 98363 CLALLAM COUNTY ISSUED FOR: CONSTRUCTION 11REV::DATE:=ISSUED FOR: BY: SECTOR Z"LTE SECTOR "y " (E)9T-0'STEEL UTILITY MONOPOLE " f /\j' —� (E)9T-0'STEEL UTILITY MONOPOLE `;�• ! \ QO 01.09-13 CONSTRUCTION LLW (E)TMAffi TO BE 11.90-12 CLIENT REVIEW LLW � PROPOSED SURGE SUPPRESSOR 8 A-91 MH PROPOSED AT&T 2100z �\ REMOVED/REPLACED(TYP OF ALL) LDRAWN BY:—CHK: APV.: RRH(TYP OF 3)MOUNTED 4 6 O 11CURRENWT TO PROPOSED CHAIN MOUNT „, j LLW AJB MWO (E)LIGHT STANDARD (E)LIGHT STANDARD� ` Cl f � Q (E)ANTENNA TO BE ISSUE DATE PROPOSED POWERWAVE TWIN ( ,1. REMOVED/REPLACED(TYP OF 3) [LICENSURE: 01-W13 ��..\ TMA(1 PER SECTOR,TYP OF 3) A.3.1 PROPOSED AT&T LTE ANTENNA - PROPOSED POWERWAVE TWIN +. LE TMA(2 PER SECTOR,TYP OF 6) AL1 / �, (1 PER SECTOR,TYP OF 3) 1 Y SECTOR �m�� DRAWING INFORMATION: RECTOR DONOTSGALEDRAWINGS.GONTRACTORMUSTVIDWY "X"LTE ALL DMS3131W ANDADVISE OONSULTARIB OF ANY OF wg EfUMBANDOMISMONS.ALLPP"10 BMSIESOFTM PROPOSED AT&T 700MHiRRH (TYP 3) S g h - DRAWNG ARE SUPERSEDED BY THE LATEST REVINON. MOUNTED TO PROPOSED CHAIN MOUNT THE INFORMATION OONTANED IN THIS SET OF DOQIMENTS AJ A 3 IS PROPRIErARYSYNATURE.ANY USE OR DISCLOSURE OSECTOR OTTER THAN WHICH W REIATED TO NAMED WENT IS STRICTLY PROH101TED. SECTORDRAWINGTITLE: EXISTING&PROPOSED ANTENNA PLANS "Y'LTE DRAWING NUMBER: PLAN NORTH PLAN NORTH RF-1 0 PROPOSED ANTENNA PLAN @ 91'-0" LEVEL 2 EXISTING ANTENNA PLAN @ 92'-0" LEVEL 22x34 SCALE:i'-V-V 11x17 SCALE:UY=Tor 2204 SCALE:1'-1'�0' 11x17 SCALE:1/2'-T-W CEI J08 NUMBER LTE 12-13247 GROUNDING KEYED NOTES O (E)GROUND BUSS BAR,TYP. atf�t O (E)MAIN GROUND CONNECTION POINT.(V.I.F.) Your world.Delivered. 4O PROPOSED 02 STRANDED GREEN INSULATED COPPER GROUND LEAD,TYP. PROJECT CONSULTANTS: O (E)#2 STRANDED GREEN INSULATED COPPER GROUND LEAD,TYP.(V.I.F.) N/ES�TORR OPROPOSED GROUND CONNECTION TO RRH.SEE 2/E-2. �Q��/VN/CAjYOKs PLANS PREPARED BY: O (E)EXTERNAL GROUND RING.(V.I.F.) �� O (E)#2 SOLID TINNED COPPER GROUND LEAD,TYP.(V.1-F.) 1IMMe WDDDINvuERmINOND ND NE,SURE 210 WOODINVILLE.WASIWZ PHONEQL487.1M FAX425AB7.17M ENIAL10 PROPOSED 02 SOLID TINNED COPPER GROUND LEAD,TYP. WWW m mm VVYY W.CORNERSTONEf NGROOIY PROJECT INFO: WA718 WEST PORT ANGELES 2 GROUNDING NOTES /4 1 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS.ACTUAL INSTALLATION AND 1303 W STH STREET PORT ANGELES,WA CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 98383 I 41, CLALLAM COUNTY 1 2. GROUND ALL COMPONENTS USE G GROUND WIRES AND CONNNA BASES,FRAMES,CABLENECT TO ACE MOUNTIE NS,AND OTHER METALLIC ISSUED FOR BUS BARS.FOLLOW ANTENNA AND BTS MANUFACTURER'S PRACTICES FOR rr GROUNDING REQUIREMENTS.GROUND COAX SHIELD AT BOTH ENDS AND EXIT CONSTRUCTION k FROM TOWER OR POLE USING MFR'S PRACTICES. —REV-.:DATE:=ISSUED FOR BY: i 3. ALL GROUND CONNECTIONS SHALL BE CADWELD.ALL WIRES SHALL BE COPPER THHN/THWN.ALL GROUND WIRE SHALL BE GREEN INSULATED ARE '1 ABOVE GROUND. 4. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE.GROUNDING AND OO OTHER OPERATIONAL TESTING WILL BE WITNESSED 13Y AT&T WIRELESS,LLC. REPRESENTATIVE. 5. REFER TO DIVISION 18 GENERAL ELECTRIC;GENERAL ELECTRICAL PROVISION � 01409-13 CONSTRUCTION LLW AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. 8. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING 1130 12 CLIENT REVIEW LLW SYSTEM.AND RECEIVE APPROVAL OF DESIGN BYAUTHORIZED AT&T DRAWN BY:=CHK.: APV.: WIRELESS,L.L.C.REPRESENTATIVE,PRIOR TO INSTALLATION OF GROUNDING r SYSTEM. PHOTO DOCUMENT ALL CADWELDS AND GROUND RIG L LLW AJB MWO 7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES CURRENT ISSUE DATE: INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. 01-09A 3 GROUNDING ROD NOTES LICENSURE: ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING ONCE THE GROUND SYSTEM HAS BEEN INSTALLED;A QUALIFIED INDIVIDUAL,UTILIZING LTA THE FALL OF POTENTIAL METHOD,SHOULD PERFORM THE TEST. THE REPORT WILL SHOW THE LOCATION OF THE TEST AND CONTAIN NO LESS THAN 9 TEST a<< POINT'S ALONG THE TESTING LINE,GRAPHED OUT TO SHOW THE PLATEAU. ; 2 POINT GROUND TEST OR 3 POINT 82%TESTS WILL NOT BE ACCEPTED AS ALTERNATIVES TO THE AFORE MENTIONED GROUND TESTS.TEST MALL BE L PERFORMED WHILE THE COUNTERPOISE IS ISOLATED FROM THE A/C SYSTEM fj(to /Y GRIDS AND EXISTING COMMUNICATIONS FACILITY. DRAWING INFORMATION: LEGEND DO NOTSCALE DRAWINGS.CONTRACI0R NL MER FY ALL Da&MKM AND ADVISE CONSULTANTS OF ANY- SYMBOL DESCRIPTION ERROM AMOMseKM.AILL PREVIOUS ISSUES OFTHIS DRAWINOAM SUPERMDED BY THE LATEST REVISION. THE IWOMATION CONTAINED IN THE SET OF DOQSYENTS ® E PROPRIETARY BY NATURE ANY USE OR DISCLOSURE GROUND INSPECTION WELL OTHERTHAN WHICH IS RELATEDTO NAA£D CLIENT IS STRICTI.YPROHBRED. COPPER GROUND ROD DRAWING TrrLE: NOTE: COMPRESSION LUG SCHEMATIC GROUNDING PLAN ALL GROUNDING ARE RUNS AND 1( CONNECTIONS,BOTH ABOVE AND ® CADWELD CONNECTION DRAWING NUMBER BELOW GRADE,SHAD-BE LOCATED INSIDE OF THE LEASE AREA __ EA LINE Il. SIDE SPLICE CADWELD `- �- PLAN NORTH , -�----- -r- E-1 0 SCHEMATIC GROUNDING PLAN FIELD VERIFY&TIE INTO EXISTTNGGROUNDING SYSTEM 1 CEI JOB NUMBER LTE 12-13247 22x34 SCALE:i'=1'4r 111x17 SCALE:1@'-VLW 62t4Dsllvered. NOTES: 1.ALL CONNECTIONS TO(E)GROUND RING SHALL BE CADWELDED PROJECT CONSULTANTS: ANTENNA � �w 2.USE MECHANICAL CONNECTIONS ONLY TMA WITH THE WRITTEN APPROVAL OF THE CONSTRUCTION MANAGER ES T /� OmwR 3.HOISTING GRIP TO BE INSTALLED CWHUNJICAT/OMS (E)GROUNDING BUSS BAR&ATTACHMENT KIT BELOW TOP GROUND LOT WEATHER SEAL I W/ISOLATORS BOLTED TO(E)UTILITY POLE PLANS PREPARED BY: I �eawn�IsroNe T JUMPER DIN MALES I _ IBM WOODDMLLE4tEDMOND RD NE,SUITE 210 WOODINVILLE,WASSW2 . - PHONE:423.487.1732 FAX-42&W.1734 EMAIL: col@w" ndone4 prm (E)GROUNDING KIT W W W.COIOERSfOIEfNDAO0111 (E)COAX GROUNDING KIT PROPOSED PROJECT INFO: ARGUS TE40 (E)#2 GREEN FROM TOP GROUND (E)JUMPER CABLE BATTERY CABINET BAR TO BOTTOM GROUND BAR WA71 S (E)GROUND BAR ATTACHED PROPOSED PURCELL (E)GROUNDING BUSS BAR& j TO ICE BRIDGE SUPPORT FLXIBWS CABINET WEST PORT ANGELES ATTACHMENT 10T W/ISOLATORS • 0 0 BOLTED TO(E)UTILITY POLE � n 1303 W UH STREET (E) PORT ANGELES,WA 98303 (E)(2)N2 SOLID BARE ^_ N((EK ARGUS (E)U " TE4ARG" CULLLAM COUNTY TE21 CABIN TINNED COPPER INET qlN BATTERY ISSUED FOR: GROUNDING LEADS, o CABINET L CONSTRUCTION CADWELD(TYP) I I REV::DATE:=ISSUED FOR: BY: IA 11 •�yf 1t T- f I I I I I I I I I I I I ------------------- REFER TO SCHEDULE ON (E)#2 SOLID BARE TINNED (E)#2 SOLID BARE TINNED PROPOSED 02 SOLID COPPER GROUND RING. COPPER GROUNDING LEADS(TYP) BARE TINNED COPPER 0 01-M13 CONSTRUCTION LLW SHEET RF-1 FORTRUNK GROUNDING LEADS CABLES APPROXIMATE QA 11-30-12 CLIENT REVIEW LLW LENGTH&PLACEMENT DRAWN BY:=CHK.: APV.: LLW I AJB MWO CURRENT ISSUE DATE: GROUNDING SCHEMATIC 6 NOT USED 5 1LICENSLIFE: 01-09-13 22x34 SCALE NTS 11x17SCALE:NTS 22x34 SCALE:NTS 11x17 SCALE:NTS HYLUG CONNECTOR INSTALLATION INSTRUCTIONS: • EQUIPMENT CHASSIS/ (2)318'4!SS HEXNUT 1. SELECT PROPER HYLUG FOR THE WIRE SIZE USED. SLE O` t GROUNDING BUSS BAR/ 2. STRIP CABLE OF INSULATION TO A LENGTH EQUAL TO THE BARREL OF L -`' CABLE RACEWAY (#2)TWO HOLE THE CONNECTOR. COMPRESSION LUG � f 3. INSERT CABLE FULLY INTO CONNECTOR TYPE GL LUG GROUND WIRE STUD(TYP 4. APPLY THE PROPER NUMBER OF CRIMPS AS SHOWN BY NUMBER OF TYPE GRCOLORED BANDS. NO LUX ANTI-0XID171NG OF 2®FRONT AND BACK 6. CRIMP FROM TONGUE END OF CONNECTOR TOWARD CABLES FOR / COMPOUND OF CABINET) TERMINALS AND CENTER SPLICE TOWARD CABLE FOR BUTT SPLICES TYPE Pi CLEAR HEAT SHRINK ON REQUIRING MORE THAN ONE CRIMP PER END. ' DRAWING INFORMATION: COMPRESSION LUGS HYLUG TYPE YGA CONNECTOR IS PRE-FILLED WITH PENEIROX COMPOUND DO NOT SCALE DRAIMNGS.CONTRACTOR MUST VERIFY 3/8'0 STAR WASHER 02 STRANDED GREEN AND STRIP SEALED. ALL DMMSKM ANDADVISE CONSULTANTS OFA W. .' �--- INSULATED COPPER GROUND ERRORS AND OMISBIONS.ALL PREVIOUS ISSUES OFTHIS LEAD TO BUSS BAR OR#2 BURNDY HYDRAULIC DIE SET#U1CRT 1/Ul lT. E INFORMATIONRE CONTAINED IN TIS SET OF DOCUMENTS N. SOLID BARE TINNED COPPER TT18 I ROPRIE nRY BYNATURE.A THIS SST D SCL S1URE wow ISPROPRETARYBYNATURE.ANY USEORDISaoaTTRE PLAN TO GROUND RING 07HERTHAN WHICH IS RELATED M NAMED CLIENT IB sTwcTLYPROHIBFTED. TYPE GT TYPE 33 DRAWING TITLE: TYPE VS NOTE: FOR GROUNDING CONNECTIONS TO PAINTED CABINETS GROUNDING DETAILS CHASSIS,GRIND OFF ALL ENAMEL COATINGS TO BARE METAL NOTE: AT LUG CONTACT AREA PRIOR TO MAKING BOLTED LUG DRAWING NUMBER CADWELD"PES'SHOWN ABOVE ARE EXAMPLES-CONSULT CONNECTION.APPLY NO-LUX TO ALL EXPOSED BARE METAL WITH PROJECT MANAGER FOR SPECIFIC TYPES OF CADWELDS TO BE USED FOR THIS PROJECT. E-2 O NOT USED 4 CADWELD DETAILS 3 HYLUG CONNECTION 2 GROUND CRIMPING GUIDELINES 22934 SCALE NTS llx17 SCALE:NTS 22x34 SCALE:NTS 11x17 SCALE NTS 22x34 SCALE:NTS 11x17 SCALE:NTS 22x34 SCALE:NTS 171x1SCALE:NTS CEI JOB NUMBER LTE 12-13247 Address: 1303 W 8t" Street 4 PREPARED 5/03/17, 13:22:27 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 5/03/17 ----------- ------------- ADDRESS . : 1303 W STH ST SUBDIV: CONTRACTOR GENERAL DYNAMICS INFO TECH INC PHONE (770) 225-1564 OWNER CITY OF PORT ANGELES PHONE . PARCEL 06-30-00-0-2-4400-0000- - APPL NUMBER: 17-00000040 COMM REMODEL ------------------------------------------------------------------------------------------------ PERMIT: SPC 00 BUILDING PERMIT - COMMERCTAT• REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS --------------------- --- -------------------------------------------------------------------- BL99 01 5/03/17 BLDG FINAL May 3, 2017 1:11:54 PM jlierly. Brian 503-896-8350 ------------------------ --- --------- COMMENTS AND NOTES -------------------------------------- 26�� CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 17-00000040 Date 2/21/17 Application pin number . . . 057120 Property Address . . . . . . 1303 W 8TH ST REPORT SALES TAX ASSESSOR PARCEL NUMBER: 06-30-00-0-2-4400-0000- Application type description COMM REMODEL on your state excise tax form Property Name . . . . . . to the City of Port Angeles Pro ert Use Property Zoning . . . . . . . PUBLIC BUILDINGS & PARKS (Location Code 0502) Application valuation . . . . 20000 ---------------------------------------------------------------------------- Application desc Replace 3 panel antennas / install 3 remote radio ------------------------------------------------------- -------------------- Owner Contractor ------------------------ ------------------------ CITY OF PORT ANGELES GENERAL DYNAMICS INFO TECH INC PO BOX 1150 1750 FOUNDERS PARKWAY STE120 PORT ANGELES WA 983620217 ALPHARETTA GA 30009 \.. (770) 225-1564 11 � ------------------------------------------ --------------------------------- A\ Permit - . . . . BUILDING PERMIT COMMERCIAL Additional desc 3 PANEL ANT. 3 RADIO UNITS Permit Fee 347.75 Plan Check Fee 226.04 Issue Date . . . . 2/21/17 Valuation . . . . 20000 Expiration Date . . 8/20/17 Qty Unit Charge Per Extension BASE FEE 95.75 18.00-- --14.0000 THOU BL-2001-25K (14 PER K) 252.00 -------------- OSpecial Notes and Comments February 8, 2017 11:55:10 AM banders. OK �. Public Works Utility Engineering has no requirements for this plan review. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE SURCHARGE 4.50 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 347.75 347.75 .00 .00 Plan Check Total 226.04 226.04 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 578.29 578.29 .00 .00 ^1 1 v V Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwal I Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line Meter to Bldg) Gas Line Back Flow/Water AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction - R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 i CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT-BUILDING DIVISION .�. 321 EAST 5TH STREET. PORT ANGELES, WA 98362 Application_ Number . . • . . 17-00000040 Date 2/21/17 Application, pin number . . - 057120 Property Address . . . . . . 1303 H 8TH ST REPORT SALES TAX ASSESSOR PARCEL NUMBER: 06-30-00-0-2-4400-0000- Application type description COMM REMODEL on your Sate excise tax form Subdivision Name . . . . . . Property Use to the City of Port Angeles Property Zoning . . . . - . . PUBLIC BUILDINGS s PARKS (Location Code 0502) Application valuat}on 20000 ---- ------ ------- ---------------------------------------- -' ---- _ - Application desc Replace 3-pane} antennas / install 3 remote radio ----------------------- ----------------------------- OwnerContractor ----- CITY OF PORT ANGELES GENERAL DYNAMICS INFO 'TECH LXC PO BOX 1150 1750 FOUNDERS PARKWAY STE120 PORT ANGELES WA 983620217 A'PHARE-17A UA 30009 (770) 225-1564 - - Permit . . . . . . BUILDING PERMIT • COMMERCIAL Additional desc . . 3 PA"IE:, ANT. 3 RA)ZO UNITS Permit Pee 347.-75 Plan Check Fee 226.04 Issue Date 2/21/17 values.ion 20000 Expiration Date 8/20/17 Qty Unit Charge Per Extension BASE FEE 95.75 18.00 14.0000 THOU BL-2001-25K (14 PER K) 252.00 ---------------------------------------------------------------------------- I Special Notes and Comments February 8, 2037 11:55:=0 AM banders. OK Public Works Utility Engineering has no requirements for this plan review. ---------------------------------------------------------------------------- {I Other Fees . _ _ . . _ _ . . STATE SURCHARGE 4.50 Fee summary Charged Paid Credited - Due- - ----------------• ----------- --------- Permit Fee Total 347.75 347.75 .00 .00 Plan Check Total 226.04 226.04 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 578.29 578.29 .00 .00 1 i i Separate permits are required forelectrical work,SEPA,Shoreline,ESA,utilities,private and public improvements.This permit becomes null and void if work or eanstruction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced,or If required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(d owner Is builder) T:F0rrnyBuJ1d1nQ D10sbnlBuilding Permit I i t THr= CITY OF � � rrANG, .ELES, For City Use Permit# 7 vv A SH I N G T O N, U. S. ate Received: / ' / /7 321 E 5+h Street ate Approved 77) 41 Port Angeles,WA 9836 P:360-4417-4817 Fr 360-417-4711 Email:permitsfcitcityofpa.us BUILDING PERMIT LIGATION Project Address: 1303 W 8TH ST,PORT ANGELES,WA 98362 Phone: 206-523-1941 Primary Contact: Chris DeVoist Email: cdevoist@rykaconsuhing.com Name City of Port Angeles Phone Property Mailing Address 321 E 5th St Email Owner City Port Angeles State WA Zig 98362 Name Phone GENERAL DYNAMICS INFO TECH INC Contractor Address Email 19240 Des Moines Memorial Drive South Suite 300 Information City Se aTac State WA zip 98148 gg contractors License#GENERD 19 2 7 CG Exp.Date: 02/17/18 Le20 BL 9D53 LTS vti n: LTS I-19 aP mg: Tax Parcel# Project Value:(materials and labor) 063000015350 $ 20,000 E LK2A3AJS-1,-20J31-K-2,14 TPA AKA ARK LOT COVE Residential ❑ Commercial ® Industrial ❑ Public ❑ Permit Demolition ❑ Fire ❑ Repair ❑ Reroof(tear off/lay over) Classification For the following,fill out both pages of permit application: ("check New Construction ❑ Exterior Remodel ® Addition ❑ Tenant Improvement ❑ appropriate) Mechanical ❑ Plumbing ❑ Other ❑ Fire Sprinkler System? Irrigation System? I Propowsed Bathrooms Proposed Bedrooms Yes ❑ No EN Yes ❑ No EX A NIA Project Description Replace (3) panel antennas with (3) new panel antennas, install (3) new remote radio units at existing wireless facility on existing park light standard. Is project in a Flood Zone: Yes ❑ NoM Flood Zone Type: If in a Flood Zone,what is the value of the structure before proposed improvement? $ I have read and completed the application and know it to be true and correct:.I am authorized to apply for this permit and..understand that it is my responsibility to determine what permits are required and to obtain permits prior to work. I understand that plan review fees are not refundable after review has occurred. I understand that I will forfeit review fees if I withdraw the application before the permit is issued. I understand that if the permit is not picked up/issued within 180 days of submittal,the application will be considered abandoned and the fees will be forfeited. 179117 Chris DeVoist Date Print blame Signatttie'' RYKA#CONSULTING Memo To: City of Port Angeles From: Chris DeVoist Re: Building Permit Application Package-WA6718 West Port Angeles LTE 2C To Whom It May Concern: Enclosed, please find the Building Permit package for the above mentioned AT&T Wireless site. Please acknowledge receipt of this package by signing below and fax (206-260-7930) or emailing to cdevoist@rykaconsulting.com. Received by City of Port Angeles Signature: Date Recd: Permit Application # Sincerely, Chris DeVoist Ryka Consulting on behalf of AT&T Ryka Consulting 918 S. Horton St #1002 Seattle, WA 98134 RYKA#' CONSULTING Memo To: City of Port Angeles—Building Division 321 E 5th Street Port Angeles, WA 98362 360-417-4817 From: Chris DeVoist Re: Building Permit Submittal Package—WA6718 West Port Angeles LTE 2C Hello, Attached are the following documents for the Building Permit submittal package for ATV's site located at 1303 W 8TH ST, PORT ANGELES, WA 98362: • Building Permit Application • Building Permit Fee • (3) sets of 11x17 CD's • (2) sets of Structural Analysis If you have any questions please feel free to contact me at (206) 523.1941. Sincerely, Chris DeVoist Ryka Consulting Ryka Consulting 918 S. Horton Street Suite 1002 Seattle, WA 98134 at&t Your world.Detivered. atQ_ G E N E RA LL DYNAMICS PLANS PREPARED BY. Nil Your World. Delivered. V-`_✓/ ILE 1E��WOOrD•�7NY1LDINVIL L WA RD NE,SUITE 210 WOOnINVILLE.WAo8072 PHONE{25A67.1T32 NMI W.CORNERSIOt4EF71G1U30M CITY OF PORT ANGELES-Construction ply WEST P Q RT ANGELES LTE 2C The Issuance of this permit based upon these plans PROJECT INFO: specifications and other data shall not prevent the WA6718 1303 W 8th STREET building official from thereafter requiring the correction of errors in said plans.specifications and WEST PORT ANGELES PORT ANGELES, WA 98363 other data, or from preventing building operations CLALLAM COUNTY being carried on thereunder when in violation of an 1303 W 8th STREET �] �( codes and ordinances of this jurisdiction. PORTANGELES,WA98363 FA#. 10030925 I WA67 ! 8 ALL WO K S BJECTTOFI OVAL cLAILA""couNTM Date 13y C IIISSUEDFOR.- CONSTRUCTION VICINITY MAP GENERAL LOCATION MAP PROJECT TEAM DRAWING INDE REVDATE=IssUF�FOR BY:. Pt APPLICANT: PROJECT LEAD: DWG DESCRIPTION NEW CINGULAR WIRELESS,LLC. ED BELLAN T-1 TITLE SHEET ES _ 16221 NE 72nd WAY,RTC 3 (781)400-7459 G-1 GENERAL NOT RO.BOX 97061 edbellw@9d'itocln Art SITE PLAN 052 REDMOND.WA 98A-1.1 EXISTING&.PROPOSEM EQUIPMENT PLANS 0149-17 FINAL JRF a CONSTRUCTION MANAGER: PROJECT ENGINEER: ED BELLAN Aa. EXISTING&PROPOSED NORTHWEST aEvaTTONs �/ r qe , A` ti• P ` 1� S, A3 DETAILS � 12-2216 PRELIMINARY JRF CORNERSTONE ENGINEERING.INC. (781)400-7459 A3.1 BATTERY SYSTEM REQUIREMENTS �? SITE LOCATION 16928 WOODINVIt .E-REDMONDRDN.E STE210 ed.bellanfgdiLcarn e.a� SlTE 1 OCAT fON: 11III!1! NOODINVILLE,WA 98072 RF-1 ANTENNA PLANS&.sf IEDULEs DRawN BY�cHK: APV.:' a , a"p � ��r MARK W OLSON,P.E. LEASING: E-1 SCHEMATIC GROUNDING PLAN JRF MWO MWO e' ` ^ `° ` 425 497-1732 E-1.1 GROUNDING DETAILS •.,.: '4 �- U, ism r I� `vr A�rlr "y t ( ) CHELSEA SHEARER CURRENT ISSUE DATE. �vY � '\ ":. (206)523-1941 ' ": PROJECT CONSULTANT: esnearer(c�rykaeonsctltingeam U1-09-17 y"` y 'y • GENERAL DYNAMICS LICENSURE: �� `" o A4 y az�lf = u �� '`��--+�}✓ 1750 FOUNDERS PARKWAY,SU1FE 120 PERMITTING: ALPHARETTA.GA 30009 CHRIS DEVOEST (720)225-1564 SLEy adev(206a1941 eansufttng.can O �, ��' Q,+ `� a{' `Y'�I� '°�',�, 5�.. ''�• - ,a1 ., _ PROPERTY OWNER: CITY'OF PORT ANGELES RF ENGINEER: 321 EAST 5th STREET ANNE LE PORT ANGELES,WA 98362 (425)580.1577 1 1 B17568@atLcom ST . PROJECT INFORMATION t IQIg APPROVAUSIGN OFF OF DRAWINGS DRIVING DIRECTIONS 1. REPLACE(3)(E)PANEL ANTENNASINPOSI IONS JURISDICTIONAL APPROVAL FROM NEW LINGULAR WIRELESS IN REDMOND;Wk- 2. INSTALL(3)NEW 1900MHz REMOVE RADIO HEADS Ozll" CONSULTANT DATE SIGNATURE. HEAD SOUTHEAST ON HE 72nd WAY TOWARD IBM AVE:NE,GO 427 FT MOUNTED @TOP OF(E)STADIUM UG14TPOLE TURN RIGHT ONTO tech aVENE G0203 FT. 3. INSTALL JUMPERS FROM LTE ANTENNAS TO NEW RRHS PROJECT MANAGER TURN RIGHT ONTO BEAR CREEK PKWY 0003MI. 4., INSTALL(1)NEW SURGE SUPPRESSION UNIT W1(2)DC TURN LEFT ONTO LF.ARY WAY NE,GO 03 M1. CONSTRUCTION MANAGER USE MIDDLE RI LANES FOR RAMP ONTO W"M W,GO CA Ml POWER CABLES&(1)FIBER CABLE MERGE ONTO WA,620 W,GO 1.6 ML TAKE THE "05STTO32Ro1�HTGN.c>an2ML PROJECT INFORMATION ND(4(E)cORD�CT�IFIERS THIS 'ON REQ (z)� SITE ACQUISITION MERGE ONTO ta0s S,Go 3s ibD. KEEP LEFT TO STAY ON"05 S,GO t 1b ML NEW MARATHON BATTERIES(rOTAL OF 20) AND(1)IVEW' PROPRIETARY INFORMATION: LANDLORD'S REPRESENTATIVE TAKE THEMERGE bSSIXRTOWARD 215MPORTLAND.COOS ML CODE INFORMATION: PARCEL NUMBER: MERGE ONTO Is S.GO 215 MI. CORDEX RECTIFIERS(TOTAL OF 5)TO MEET TAKE:IXR#1328 FOR WA-16 IN TOWARD BREMERTON.GO M7 ML ZONING CLASSIFICATION:PBP 0630000153000000& ATT-002-290.34T-Vg BBU RUNTIME REQUREM'ENT'S.THIS SITE 00 NOT SCALE DRAWNGIS.CONTRACMR.MWTVERIFY KEEP-LEFT AND MERGE ONTO WA-16 W,GO 26.9 ML BUILDING CODE:IBC 20150630000244000000 IS NOT COMPLIANT ALL.DIMENSIONS AND ADVISE CONSULTANTS OFANY MERGE ONTO W"K GO26,1 ML, - ERRORS AND OMISSIONS:ALL PREVIOUS.ISSUES OF THIS CARRIER DATE SIGNATURE TURN LEFT ONTO INX103 W.00 ISA MI. CONSTRUCTION TYPE:V-8. OMWNGAM SUPEWIEDED BY THE LATEST REVISION. KEEP RIGHT AT THE I=AM MERGE ONTO US-101 K G09.3 MI. OCCUPANCY:GROUP U AREA OF PARCEL 5. INSTALL(3)NEW 20 AMP BREAKERS TO(E)BREAKER THEINFORMATION CONTAINED 94 THIS SET OF OOCUNEKIS PROJECT MANAGER coisnNUESTRAIGHTONTOUS.101W.GOM?ML JURISDICTION:CITY OFPORrM"GELES t385„000SO.FT.(t8.8ACRES) BANK IN(E)TE43 CABINET ISPROPRIETARYBYNATURE.ANY USE ORDSMOSURE TURN RIGHT ONTO E FRONT ST,GO 1a ML PROPOSED BUILDING USE:TELECOMM B. INSTALL(2)NEW MARATHON BATTERIES TO(E)FE40 OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS PRORSTM_ CONSTRUCTION MANAGER SUGHT IE RIGHTSTRAIGHTOOMA INE DR. E FRONT ST,600.4 W. suGHr wc1+T0Nro MARINE DR Go 03 ML. PROJECT AREA: CABINET 1 'TURN LEFT ONTO S OE AR ST.GO DA ML :SITE LOCATION(BASED ON NAD 83k t350---SQ.Fr.(EQUIPMENT AREA) T. INSTALL(1)NEW'CORDEX RECTIFIER TO(E)TE21 POWER r DRAWINGTRLE: RF ENGINEER TURN RIGHT ONTO IN Sn1 ST,6009 W. LATITUDE. 48-Or 26.6•N(48.124080) CABINET ARRIVE AT THE SITE ON THE RIGHT INTERCONNECT LONGITUDE 123°2T 43.8•W(-123:462766) NEW IMPERVIOUS AREA: TITLE SKEET TOP OF STRUCTURE 195.0'(LIGHT POLE) 0 SQ.Fr PER RFDS REV 2.0 DAT®11-07?A16 OPERATIONS LEGAL DESCRIPTION ION BASE OF STRUCTURE 0.0 AMSL(ASSUMED) SCOPING TRACKER DATED 11'-1T 2016 ORAWING NUMBER: COMPLIANCE GENERAL INFORMATION: LTS1-20 BL 163 LTS 1-20 BLK 154 LTS 1-19 BLK 2431TS 1-20 BLK 244 TPA 1.PARKING REQUIREMENTS ARE UNCHANGED.(NON ASSIGNED TECH PARKING) /'� AKA SHANE PARK LOTCOVE 2.TRAFFIC IS UNAFFECTED. T-1 V E 1 REVIEWERS SHALL CLEARLY PLACE INITIALS H AOJACENT TO EACH REDLINE.NOTE AS DRAWINGSARE 8MG RWUN® CEI JOB NUMBER LTE 2C 164)9158' GENERAL NOTES: 26. GENERAL8SIBCONTRACTORS SHALL USE STAINLESS STEEL METAL LOc GTIES FORALL CAME STRUCTURAL STEEL NOTES: SYMBOLS AND ABBREVIATIONS TRATT1E DOWNS AND ALL OTHER GENERALnE DOWNS(WHERE APPLICABLE}PL'STIE ZIP TES SHALL NOT BE PERMITTED FOR USE ON WENT PROJECTS,RECOMMENDED MANUFACTURE SHALL AIC AR CONDITIONING MAX MAXIMUM �1. DRAWINGS ARE NOT TO BE SCALED,WRITTEN DIMENSIONS TAKE PRECEDENCE THIS SET OF BE PANDUD'CARP.METAL LOCKING TIES MODEL NO.MLT4S4P UNDER SERES"(OR EIUAL), t SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE CONSULTANT FOR AGL ABOVEGRAOELEVEL MECH MECHANICAL DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY,UNLESS NOTED PARDURPRODUCT'OL57RIBUTE O BY TRIARC OF TACOMA WA REVIEW PRIOR TO FABRICATTOR APPROX APPROXIMATELY MTL METAL OTHERWISE.THE GENERAL CONTRACTOR'S SCOPE OFWORKSMALL INCLUDE.FURPtalINGALL MFR MANUFACTURE TERPINS,EOUIPMINT,LABORAND MY. NYSAQUIREI RSPROJ EORECUCESSARY TO COMPLETE DESIGN CRITERIA: 2:. STRUCTURAL STEEL DESIGN,FABRICATION AND ERECTION INCLUDING FIELD WELDING„HIGH BLDG BUILDING MGR MANAGER PROJECT AS IN STRENGTM FIELD SOLTING.EXPANSION BOLTS,AND THREADED EXPANSION ANCHORS)SHALL BE. SLK,. BLOCKING MIN MINIMUM BASED ON THE kLSL'SPECIFICATION FOR THE DESIGN,FABRICATION,AND ERECTION OF B.O. BOTTOM OF MISC MISCELLANEOUS 2. PRIOR TO THE SUBMISSION OF BIDS.CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO THESTRUCTURAL DESIGN OFTHIS PROJECT IS IN ACCORDANCE WITH THE 201SWERNATTONAL STRUCTURAL STEEL FOR SULDENGS'LATEST EDITION.SUPERVISION SHALL.BE IN ACCORDANCE B.OS. BGTTOMCFSTEEL Your world. Delivered. FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT.. BUILDING CODE WITH WASHINGTON STATE BUILDING IXMEAMENOMENIS(2019 MC) WITH 2O1518C CHAPTER 22.BY A QUALIFIEDTESTING AGENCY DESIGNATED BY MECONSULTAKT NIA NOT APPLICABLE CONTRACTORS SHALL VISIT'THE CONSTRUCTION SITE WITH THE CONSTRUCTION!CONTRACT T14ECONSULTANT-SHALL BE FURNISH ED WITH A COPY OF N104SMC71ON REPORT'S AND TEST OLD, CEILING NIC NOTINCONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFORM THAT THE PROJECT WILL BE DESIGNIOAIM, RESULTS. CUR CLEAR N.S NEARSIDE ACCOMPLISHED AS SHOWN.PRIOR TO PROCEEDING WITH OONSTRUCTICN,ANYEIRROFLS: DESIGN DATA FORTHE CRY OF PORTJWGEIES,WA: CMU CONCRETEMASONRYtW HTS NOT TO SCALE OMISSIONS,OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE - 3, STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: CONC CONCRETE PLANS PREPARED BY: ARCHRECTIENGINEERVERSALLYAND IN WRITING. - 4WGFSNOW LOAO WA(NOT A ROOFTOP SOLUTION) CONST CONSTRUCTION O.C. ONCENIER TYPE OF MEMBER: CONT CONTINUOUS ORL OUTSIDE DIAMETER 3. THE ARCHITECTSIENGINEERS HAVE MADE EVERY LFFORT TO SET FORTH IN THEOIXVSrRUCrON 43ASIC WIND SPEED 110MPH13SECGUST) OAR OVERHEAD AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORW,CONTRACTORS BIDDING THE JOB A WIDE FLANGE SHAPE ASTM A8Z FF 50 KSS VOL DOUBLE ,M, WlRIV TGNE ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR -WIND EXPOSURE B B. OTHER SHAPE PLATES AND ROD ASTM AX Fy 36 KSI DAW DIAMETER PLCS PLACES SPECIFICATIONS SHALL NOT EXCISE SAID CONTRACTOR FROM COMPLFTINGTHE PROJECT AND C. PIPE COLUMNS ASTM A53,Fy 35 KSI DUNG DIAGONAL PLYWD PLYWOOD IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS,THE BIDDER SHALL CODE COMPLIANCE: D, STRUCTURALTUBING ASTM ASOO,Fy46 KSI ON DOWN PROD PROJECT 168')8 WOOOINVVU.-REDMONO RD NE,.SUITE210 BEAR THE RESPONSIBILITY OF NOTIFYING ON WRITING)THE,ARCHITECTENGOJEIEROFANY E ANCHOR BOLTS ASTUA307 OET DETAIL PROP PROPERTY WOCGINVILLE,WA 880ft CONFLICTS.ERRORS,ORONSSIOMPPIDRTOSUBMOSIONOFCONTRACTOTYSPROPOSN-INTHE F. CONNECTION BOLTS ASTMA325 OWG DRAWING PSF POUNDS PER SQUARE FOOT PHONE-'425,487.11M EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE ALL WORK AND MATERIALS SHAW.BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE PSI POUNDS PER SQUARE MCH WWW.CORNERSMNE£NGMCDM WORK,UNLESS DIRECTED O7HEkVWSE. CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCA GOVERNING AUTHORITIES. 4. ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER Al2:VA128M&13, FA EACH PT PRESSURE TREATED NOTHING N THESE PVNS IS TO BE CONSTRUCTED TO PERMIT WORK.NOT CONFORMING TO THESE EL ELEVATION 4. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED INTHE CONTRACT CODES, S. ALL WELDING SWILL BE IN CONFORMANCE WITH A.L&L AND AVIS STANDARDS AND SHALL BE ELM ELECTRICAL RAO RADIUS PROJECT iNFO: OCC9NENTSS THECANTRACTOR SHALL BE SOLELY RESPONSIBLE FORALLCONSTRUCTION PERFOPINEDBYW.".O:CERTIFIEO WELDERS USING E70 XXELECTROOES..ONLYPREQUALFLED EQ EQUAL REO REQUIRED MEANS,METHODS,TEGHNLQUER SEQUENCES.AND PROCEDURES FOR COORDINATING ALL. BUILDINGIOWELLOIGOODE: OnSIBC(STATE BUILDING CODE WAG CHAPTER51L0) WELDS(AS.DEFINED ITYAWS)SHALL BE USED.WELDING OF GRADE 80 REINFORCINGEARSOF EQUIP EQUIPMENT RM ROOM C p PORTONSOFTHEWNL.0 UNDERTHECOhlTV=. 20161RC(STATE BUILDING CODE WAC CHAPTER 5181) REQUIRED)SHALL BE PERFORMED USING LOW WOROGE14 ELECTRODES WELDING OF GRADE 40 E.W. EACH WAY RO� ROUGH OPENING WAY'71,8 STRUCTURAL CODE 2015 SIC(STATE BUILDING CODE,WAC CHAPTER 5180) REINFORCING BARS OF REQUIRED)SHALL BE PERFORMED USING EM)O(ELECTRODES.WELDING ETT EXTERIOR, S. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MECWANICN-COME 2015 WC(STATE BUILDING OOOE,WAC CHAPTER 51-62) WITHIN eCF COLD SENDS IN REINFORCING STEEL IS NOT PERMITTED.SEEREINFORCOJGNOTE SCH SCHEDULE MANUFACTL4WMMENCOR'38PECIRWICNSUNI%: NOTEDOTHERWISE CRWHEAELOCALL ELECTR[rALCODE 2014NEC(DEPT.OF LABOR&DUSTIRES.WACCHAPTER.2904M) FOR MATERIAL REQUIREMENTS OFWELM BARS. FN FINISH SHT SHEET CODES OR ORDINANCES TANS PRECEDENCE. FlREJUFE SAFETY CAGE 2015-IFC(STATE BUILDING CODE,WAC CHAPTBl51.64M. FLUOR FLUORESCENT SIM SIMILAR WEST PORT ANGELES FACILITY IS AND FOR HUMAN IIABRATON'NANDIGAPPEDA(ICESS REQUIREMBlfS-ARE 6: OCUNFORMED STEEL FRAMING MEMBERS SHALL.BE OF THE SHAPE,SIZE.AND GAGE SHOWN ON FIR FLOOR. SPEC SPECIFICATION O. ALL WORK PERFORMED ON THE PROJECT ECT AMATERIALS INSTALLED SHALL ILE M STRICT THE PLANS:PROVIDE MINIMUM.SECTION PROPERTIES'INOICATED..ALL COl04ZORMW STEEL F.S. FARSIDE SF SQUARE FOOT ACCORDANCE WITH ALL APPLICABLE CODES REGULATIONS,AND ORDINANCES.CONTRACTOR NOT REQUIRED IN ACCORDANCE WTT14 THE IBC 2016 BUILDING CODE. FRAMING SHALL.CCNFORM TO THE AI.SL.SPEC FIGATION FOR THE DESIGN OF COLD-FORMED- FT FOOT SSSTAINLESS STEEL. 1303 W M STREET' SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAW%ORDINANCES.RULES.REGULATIONS AND STEEL STRUCTURAL'EMIR STL STEEL LAWFUL ORDERS OFANY PUBLIC AUTHORITY.MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, CONCRETE NOTES: GA GAUGE STRUCT STRUCTURAL PORTANGELES,WA.98383 AND LOCAL AND STATE.JURISDICTIONA CAGES BEARING ON THE PERFINIMNCEOFIIE WORK'. - T. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS(3H'GIA.)AND SHALL HAVE A. GALV GALVANIZED STD STANDARD CLALLAM COUNTY 1ALL CONCREEE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI-M& OF TWO BOLTS UNLESS NOTED OTHERWISE. GC GEHERAL.CONT CONTRACTOR SQ FT SQUMRE FOOT 7. GENERAL CONTRACTOR SHALL PROVIDE AT THE PROJECT SITE .A FULL SET OF CONSTRUCTION GRND GROUNDSO IN SQUARE MCH DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CIARIFICATONSPOR USE Z CONCRETE SHALL BE MDED.PROPORTIONED,CONVEYED ANO PLACED IN ACCORDANCE WITH 6 NONSTRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE SW DIA,ASTMA307 BOLTS GYP SO GYPSUM WALL BOARD SUSP SUSPENDED ESSUED POR: BY ALL PERSONNEL INVOLVED WITH THE PROJECT,THIS SET IS A VAUD CONT ACTOOCUME NT UNLESS NOTED OTHERWISE ONLY ff THE TIRE SHEET IS STAMPED'FOR CONSTRUMOMAND EACH SUCCESSIVESHEET BEARS CHAPTER 190E THE 2015010:STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS HORZ HORIZONTAL THK THICK !,�' THE ARCHITECTS SIGNED WET STAMP. FOLLOWEL S. ALL STEEL WORK SHALL BE PANTED IN ACCORDANCE WITH THE DESIGN a CONSTRUCTION HR HOUR THRU THROUGH CONSTRUCTION I TY�OF CONSTRUCTION 20 DAY STRRNI119 WIC IIINUNMt CEMENT SPECIFICATION AND IN ACCORDANCE WITH ASTM AM UNLESS NOTEDOTERWISE NT HEIM" TMlNG TINNED & THE STRUCTURAL COMPONENTS OFADJACENTCONSTRUCTION ORFACMMESARENGGT0BE PATIO CONTENT HVAC', HEATINGVENTILATION T:G. TOPOF REV:'DATE:=ISSUED FOR: BY: ALTERED BY THIS CONSTRUCTON PROJECT UNLESS NOTED OTHERWISE. PERONTENYARD 10. ALL WELDS TO BE IA'FILLET UNLESS NOTED OTHERWISE. AIR CAIDTIONNG T.O.S.. TOP OF STEEL TYP TYPICAL S. SEAL ALL PENETRATIONS THROUGH FIFEAATEDAREAS WITH U.L LISTED ORFIRIEMMSHALL A SLABS ON GRADE. 2,500 PSI. 50.45 5SACKS 11..TOUCH UPALL FIELD ORIWNG AMD WELDING WITH 2 COATS OF GAVAODN ONC RICH PANT)OR ID., INSBDEOLAETER APPROVED MATERIALS O'APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. TOPPINGSIASS APPROVED EQUAL IN INC" IID UNLESS NOTED OTHERWISE td. CONTWCTM TO PROVIDE PORTABLEEXTINGUISHER WITHRATING(IF LESS THAN O°" INFO KFORMTICIJ 2•AOR2-Al0BO VCI}IN 76 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROMCTARFA DURING TOWER/POLE NOTES: INSUL OSULmp VERT VERTICIL CONSTRUCnorlt INT INTERIOR V.I.F. VERIFY IN FIELD B ALL STRUCTURAL CONCRETE 4.000 PSI $0.48 812 SACKSINT INTERNATIONAL.BUILDING COOS wl WITH f. VERIFICATION THAT THE PROPOSED TONER6OLECAN SUPPORT THE PROPOSED ANTENNA IT- CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TOPROTECT EXISTING IMPROVEMENTS, LOADING IS TO BE DONE BYOD03M Las POUNDS WID WITHOUTEAS ,Q 01-09-17 FINAL JRF G CONCRETEWALLS 4,000 PSI 50.48 B t2 SACKS CCH R ACTS, SHALL CURBING,ETC.DURING CONSTRUCTION.HAVE C IKON D DUE T TKDI OF VWDRIC WP WATER PROOF ON O RACTORSHE P OPERT ANT DAMAGE THAT MAY HAVE OrAURRED WE I'Q OONSTRI107mN CEMENT SHALL BE ASTMCIW PORTLAND CEMENT TYPE I U.N.O. Z PROVIDESUPPORTS FOR NN ANTENNA CQAXCA TO HE S THE ELEVATION RESTRAINOF ALL EDLAND /��\ ON ORgBORRTT{E PROPERLY. FUTURE ANTENNAS:ANTENNA fX)ADCCATRFS ARE TO HE SUPPORTED arm RESTRAINED ATTHE I�. 122216 PRELIMINARY JRF CENTERS SUITABLE TO THE MANUFACTURERS REQUIREMENTS. f2 CONTRACTOR SHALL KEEP GENERAL WORK AREA C2FJW AND HAZARD FREE DURING i 7HEliFJiE7LU.CONTRAC70R'SHALL SUPERVISE AND BE RESPONSIBLE FOR THE METHODS AND CONSTRUCTION AND DISPOSE OF'ALL DIRT.DEBRIS.AND RUBBISH.CON RACTORSWILLRFMIOVE PROCEDURES OF CONCRETEPLAGE IERT ABBREVIATED ROOFTOP SAFETY PROCEDURES- Q PLATE CHANiRJKFEND DRAWN BY_=CHIC: APV.: EQUIPMENT NOT SPECIFIEDAS REMAINING ON THE PROPERTY OR PRIaHSES SITE SHALL BE LEFT CHAN -LINK PENCE W1 SARK WOE 3. ALL CONCRETE WITH SURFACES FXPOSEDTO STANDING WATER SHALL.SEAIRSNIRAM®WITH/W nA�L,� ` rt CENT_RUNE JRF MWO MWO IN(LEA NCONDRICH AND FREE FROM PAINT SPOTS,DUST,OR SMUDGES OF ANY NATURE (WHEN f TEN APPLICABLE/: WOOD FENCE CONTEAIR-ENTRAMMGAQENTCORDAN CE IT ASTM IM4(iOFTH1201SI AND 01017.TOTAL AIREXISTING, t3- THE GENERALCXWTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH COMTENTSHlLLLBE 114 ACCORDANCE WITH TABLE tfp41 OFTHE 2D15 BO (Ej DETAILNI - T T - POWER CURRENT ISSUE DATE. CONSTRUCTION PRIOR TO STARTING YORK ON ANY ITEM NOT CLEARLY OEFOED BYTNE (ASI�1ACCIDENT PREVENTION FRGGRAMf-BY PL3tAB5510N GFWRFJJ CONSIRUCf10N,INC.- • SHEEr NINGER, P P POWER GROUNDWIM CONSTRUCTION DRAVMGSMXPTTRAICT DOCUMENTS., 4. REINFORGNGSECELTIONS. ON FORSTOA9TMALL INCLUDING SUPPLEMENT GRADE BE a SNEEFMUM®ER. ----O ---- c0 1 01-09-17 ty�dead PSL EXCEPTIONS.ANY BARS SPECIFICALLY 50 NOTED ON THE DRAWINGS SHALL BE M. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID GRADE 40.fIF40,000 PSI.GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED FALL PROTECTION METHODS ARID EQUIPMENT DISTURBING NORMAL BUSINEb'.S: SHALLCONFORMTOASWA70R REINFORCINGOOMPLYING WITHASTMASINS1)WAY BEWBAED ROOF TOP INSTALLATIONS LICENSURE ONLY F MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES p pAp 1S THE CONTRACTOR SHALL PROVIDE INE WENT PROPER INSURANCE CERTIFICATES NAMING SPEC91M INAW.S 014 ARE SUBMRTED. I. FORVWORK IS BEING PERFORMIMWITHN2T OF AN UNPROTECTED ROOF EDGE THE SPECIAL INSPECTIONS: CLIE4TAS ADDITIONAL INSURED,AND WENT PROOF OF UCBJSE(S)AND PE 86'0 INSURANCE CONSTRUCTION SUPERVISOR SHALL DESIGNATE A TRAINED SAFETY MONITOR TOOBSE RVE I'M S REINFORCING STEU SHALL BE RETAILED(INCLUDING HOOKS AND BENDS)IN ACCORDANCE WITH MOVEMENTSAND AOTNITES OF THE CONSTRUCTION WORKERS. LLEE AC1315AND318.LAP ALL CONTINUOUS REINFORCEMPRRTATLEAST 30SAR.DIAM1ETE SORA SPECIAL IMSPECT(ONS IN ACCORDANCE WITH 2O15lBC SECTION 1704: 16. CONTRACTOR SMlLLI BE RESPONSIBLE FOR SCHEDULING AND COORDINATING ALL.ICSPECTIIXJSYt MDNIYUMOF 2'C:PROVIDE CORNIER BARS ATAL WALL AND FOOTING IN7ER5EC110NS:LAP Z SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS O.E.BACKING UPTOWfARD CNRRNRR BARSIATLEAST`30 BAR DIAMETERS ORA MINIMIMOFYJt.LAPADANCEfTMATSOF AROOF EDGE.EM)OR UNSAFE ACTIVITIES.THE SAFETY mowroR.MUST BE ON THE BILINE ROOF SOILSJGEOTECHNICAL- 17. SHOWN F YNC`rBCALLBECOMPLETE. CT TEONE-CO3TMTTYLOAA SERVICE ERVICE MINIMUMOFOXM%TMN WELDE.DWOtEFABRIC AWNW"OFSAT SIDES AND ENDS. AND WTMNVISUAL AND VERBAL DISTANCE OFTHE OONsTvwcnONWORKERS. OSHORiNGINSTALLATION AND MONITORING z SHGYYN MAY NOP BE COIPLETE.CONTACT THE ONE-CALL UTtLR1'LOCAIE SERV[OEANMRM9IMIOF 49HOUR3 PRIOR TO CONSTRUCTION.DIAL 811, QOBSERVE AND MONITOREXCAVATION & WELDED 1YQtEFABRIC SHALL CONFORM TO ASTMhiB6, S It"E GE,RNMVOLVINGWORKERSTO SAFETY LINE. d{/�FY-SOILBEARING QSF BEARING iB CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS ANDSUBMIT TOCLIENT ROOF EDGE REQUIRES.wOR1t8i5TOUSESAFETYLME DRAINAdETIMCEMENT ALONG WITH REDLINED CONSTRUCTION SET. t. SPIR4L RE0[HORCEAENTSHALL BE PLAIN WORE CONFORMING TO ASTM A815`GRADE ft ly�fi0,000 4. SAFETY LINE SHALL BE MINIMUM W DIAMETER NYLON,WITH A NOMINAL TENSILE STRENGTH OF ❑VERIFY FILL MATERIAL AND COMPACTION �WL r4 18. CONIRA0T7RT0 DOCUMENT ALL CHARGES MLAG@tN THE FIELD BY MARlOMTG LJP(Fi£OLUl1NG)TME 5400 UBS` OVERIFY CONDITIONS AS ANTICIPATED 8. NO BARS PARIULLYEMBEDDED IN HARDENED CONCRETE SHALL.BEFIELD BENT UNLESS OPILE PLACEMENT AUGER CASTiORiVENP COMPLETIOlhL RUCTION SET AND SUBMITTING THE REDLINED SET THE C.ffiNT UPTXN SPECIFICALYIO DETAILED OR APPROVED SYTHE CONSULTANT. L SAFETY LINE SHALL BEATTACHM TO A SUBSTANTIAL MEMBER OFTHESTRUCTUPE JURISDICTIONAL APPROVAL: CxwPLEnON. POTHER i A FOERCOLLOCATION STIES:CONTACT TOWER OWNER REPRESENTATIVE FOR PARTICIPATION IN.BID 1O. CONCRETE PROTECTION(COVER)FOR RENFORCING STEEL SHALL BE AS FOLLOWS Ce. SAFETY LINE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO REACH EDGE OF WALL ROOF BUT NOT BEYOND. REINFORCED CONCRETE: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH r C REINFORCiNG STEEL AND CONCRETE PLACEMENT 21.GENERAL CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER COMPANY AS7. SAFETY BELTS SIAL SEWORN BY ALL CONSTRUCTION WORKERS. .OPRESTRESSEDIPRECAST CONCRETE FABRICATION AND ERECTION' -CONCRETE F�OSED TO EARTH OR WEATHER NETWRK CQMRACTORTDREPORTPOWERINSTALLATION TCONSTRUCIONMANAERANDARCHT(S)TO (OB BARS OR LARGER) r OBATCHPLANTINSPECTION NETWORK CARPoERREPRESENTATNE,PROJECT CONSTRUCTION MANAGER AMKIARCITECF 8.. MONTHLY SAFETYMSPEC MMI AND MAINTENANCE A OFTHNCLUDNRC)TE(TIpNEQU1PMENTSF1At1 (HF IRAR.S ORSMWLEfO TETT OCCUR BYTHE SAFETY COMMITTEE REPRESENTATIVES,INCLUDING: aSHOTPRETE aGRounNG ZZ.ANYSUSSTNTDNS OFMATERIALLS ANDICR EQUIPMENT,MUST BEAPPROVEDBY CLIENT CONSTRUCTION MANAGER •CONCRETE N(SL BS.WADS AND HEROR I BARS A D SINAL GROUND USE OF ON�CONSTRUCTIONCECAREA FOR HAZARDS QOTHER (STABS,WALLS AND JOISTS)(M1I BARSARD9MALLER) 3M" USE OF AN INSPE(mGN CHEC2QlSt ZS:IN THE GCSE OFROOFTOPSOUMONS FOR EQUIPMENT AHDMOR ANTENNAFRAMESWNERE. (BEAMS.COLUMNS)(PRINARYREW-ORCEMENT.TiES:STRRIIPSSPdiAS) tiff INTERVILWKS COWORKERS REGARDING SAFETY CONCERNS STRUCTURAL STEEL: AZARDS PENETRATION OF EXISTING ROOFING MATERIALS OCCUR.THE GENERAL CONTRACTOR SMALL, �TTINNGGHAZARDS TO TTHE GSA FOR CONSIDERATION CIPA13RLCATION AND SHOP WELDS PROPRIETARY INFORMFRTOW, COORDINATEWIN BUILDINGOWNERANDBUILDING ROOFINGCONTRACTOR�RECOROFDR. 1/. BATS SHALL SUPPORTED ON CHARS OR DOBE BRICKS. POST=RESULTS OF INSPECTION AND ANY ACTION TAKEN [I ERECTION AND FIELD WELDS AND BOLTING INSTALLATION,PATCH,.REPARORANY AUGMENTATION TOTHE ROOF.ANDHAVETIEWORK., tZ ANCHOR BOLTS TOCONFORM TOASTMAW7. A UNBIASIED REVIEW OF ONES OWN WORK AREA BWO YANOTHER CORKER SAFETY, CIOTHER 00 NOT SCALE DRAWN=CON7RACTORMUSTVERFY GUARANTEED UNDER THE ROOFING CONTRACTORS WARRAMY'FO R6g6TURE PENETRATION ORREPRESMATIVE ALL DIMENSIONS AND- AOTHER.FUTURE BREACH OF ROOFING INTEGRITY. 13. NONSHRMK GRQUT-SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND 94ALLSE� ERRORS AND OMISSIONS.CDAL PREVIOUS ISSUES OF TWO Z4. IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OFANTNNAS WITHIN CONCEALED MIXED ANO PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURERS PUBLISHED. REFERTOROOFMPWIORKAREASAMPROTOOOL DRAWING ARE SUPERSEDED BY TRE LATEST REVISION, RECOMMENDATIONS.GROUTSTRENGTHSHALL.BEATLEASTEGUALTOTWMATERW.ANW M NATONALASSOCIATIDNOFTOWERERECTOFRS2000PUBUCATKW STRUCTURAL ALUMINUM: THE M04DRMATION C(YCUMED IN.THIS SET OFOOCUNENTS (SHROWED)SUPPORT FRAMES OR TRIPODS,THE GENERA CONTRACTOR SHALOOOIDWATE T IS PLACED(3AW RST MINNUI). - - OFABRICATION AND SHOP WELDS I4 PROPRIETARYSY NATURE A14Y USE OR DISCLOSURE WITH THE FRP DESIGNERCFABRECATORTOENSURE IID "TTHEF94ALRIPSHROUDISSI SIMULATING FSPEF110MCIED OSHA R1EGI"TKMTAXDARDS SHALL BE REVIEWED BY TOWER ERECTORS. OERECTiONAND FIELD WELDSANDBOLTING GTLERTHANWH(GiISREATUTOfWAMCUEWIS APPEARANCE)DESIGNATED FISTING EXTERIOR.BUILDING FACADE MATERIALS,TEXTURES,AND 14. ALL EXPANSION ANCHORSTO BE HILT BRAND.AOHESNT EANCHORSREQUI EESTINGTO EQUIPUFATINSTALLERS AND TOWERIROOF TOP CONTIRA COLORS,THE CONTRACTOR SHALL FURTHERMORE ENSURE THE USE CFCOU COUNTERSUNK CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER 28 CFR 500 1826. -SCOPE.APPLICATION.AND DEFINITIONSQOTHER STtIGTLYPtOFREBIT®. FASTENERS IN ALL FRP CONSTRUCTION.WHEN PHOTO SIMULATIONS ARE PROVIDED,THE 29 CFR tON-W1-DUTY TO HAVE FALL PROTECTION DRAWING TTI:E C O NTRAOTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHATLS INDICATED IN 18GFR 1826.SOY-•FALL PROTECTION SYSTEMS CRITERIA ARG PRADTCES PHOTO SIMULATONS,SHOP DRAWINGS SHALL BE PROVIDED TOTHE GENERA CONTRACTOR. - CO CONSTRUCTION COORDINATOR,AND ARCHITECT PRIOR TO FABRICATION AM CONSTRUCTION. $TRUCTURAI MASONRY: ©GONTiNuOusGENERAL NOTES 2S IN THE OF ROOFTOP SOLUTIONS FOR EQUIPMENT ANWORANTENNA FRAMES WHER�E CALL TWO WORKING DAYS. OPERiODIC ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED,CONTRACTORS.SHALL CONFIRM{PRIOR TO BEFORE YOU 0101 (3OTHER SUBMTTNG BIG)WITH.CONSULTING.(XNJSTIICTlONCDOORDINA70R AND ARCHITECT THE .( DRAWING:NUMBER: PRESENCEOFFO5TTENSONTENDONS WITHIN THE ROOPSLAE-RESULTNGFROMAN' i 811 1 OTHER:.NONEREQUiRED UNDOCUMENTED OESCGN CHANGE.MI NE EXISTING BUILDING'ALSBUILT DRAWING SE`-HAVING INDICA$DAN ORTGK@4L OESIGN.SOLUTON OF MMFORCEDCONCWM W7IXtlBFDDED STEEL. w . REBAR.IN THE EVENT POST TENSION SLAB SOLUTION IS PRESENT,CONTRACTOR SHALL INCLUDE NATONAL UTILITIES UNDERGROUND LOCATE PROVISIONS FOR XRAY PROCEDURES ONCIUCED IN BM)FOR ALLPENETRATION'AREA£WHERE �. ��. ��. ANCHORING TO CONCRETE: //��`'' l O JNIaHawNCGauRs. nEra.mr.ma.Mmwaxa�onmumream OBOLTSINSTALLED INCONCRETE: V mrsaoe m'op=-.4m. o -fmlaw au--o, OPOST-INSTALLATION ADHESIVE ANCHORS EMST.INSTALLATIONMECHANICALANCHORS CER JOB NUMBER: LTE 2G 16-09158 THIS IS NOT A SURVEY t ALL INFORMATION AND TRUE NORTH HAVE BEEN OBTAINED FROM EXISTING a t&t DRAWINGS AND ARE APPROXIMATE Your world. Delivered. PLANS PREPARED BY: NCQlIN@E'rITON6 ism WOODINMLLEAEOMOND RD NE.SUITE 210 WOODINVILLE,WASSs72 / / ♦ ` l ! ! PHONE:425AB7.1732 l ! !! ♦ \ ! ! \ Yd".0ORNERSTONE-ENGKOOM a ! ♦ a` ! >� / \ PROJECT INFO: (E)BASEBALL FIELD ♦ \ WEST PORT ANGELES PORT ANGELES. w STREET PORT,wGELEs:wA9a3s3 (E)STEEL.STADIUM SUBJECT ZONING \ ,' CLALLAM COUNTY LIGHT POLE"P} USE: PARK h / `� / ISSUED FOR: ! ZONE: PBP / [IREVI:DATF--=ISSUED (E)CHAIN•LINIcCONSTRUCTION �& ♦ FENCE(rYP) TL#:0630000153000000 (E}397 O•HIGRSTEEL ! FOR BY: r' :385.000 SO.FT.(3a.9 ACRES} \ ` STADIUM LIGHT Pale f \ ' g . ! / �♦ az / 01-0947 FINAL JRF \/ / F,4`(h• pQ 12-22-16 PREUMINARY JRF (E}OTHER CARRIERS ` - / [[DRAWN BY:—CHK: APV.: f !! STEEL STADIUM LIGHT POLE \ JRF MWo MWO `\ / (E)WALKING PATH(LYP) 11LICENSURE. EICURRENT ISSUE DATE 01-Q9-17 SLE �(EYPARXM LOTSUBJECT ZONING L � \ (E>TREE LINE(TYP} ((Q t 17 ! �\ �♦ \, USE PARK ` \ JURISDICTIONAL APPROVAL: ! t ZONE: PBP / ` \ `♦ TL#:0630000244000000 ! ' ` • t3s5.000 SO.FT.(3+a.8 ACRES) ! �\ (E)AT&T EQUIPMENT COMPOUND `\ / \ W/FENCED ENCLOSURE /f \ j \ ,�♦\ COURT PROPRIETARY INFORMATION: ��y" ♦ \\ DO NOFSCALE DRAYNNGS;CON'iRACTORMUSTVERffY / `�/'S1 ♦ / \ ` ALL DIMENSIONS/WDADVISECONSULTANTSOF ANY ERRORSANOOMISMONS.ALLPREVIOUES SUESOFTHIS DRAWINOARESUPERSEDED HY THE LATEST REVISION. ♦ (E)FOREST AREA ` THE INFORMATION CONTA94ED IN TMS SET OF OOCUMENm IS PYtOPRIHMVMYNATURL ANY USNAMED CLIENT RES ` ! \ OTHER7HAN WSTRf IS RELATED 7D NAMED CLtENTIS ` / a STRICTLY PROH6RED. \ ` SITE ACCESS DRAWING TITLE: SITE PIAN RAWING NUMBER: PLAN NORTH A-1 0 SITE PLAN 22x34 SCALE:r=50'(r 11:SsCALE 1`=1W-0'` CEBJQBNUMBER LTE 2C 1so91se r NOTE: NOTE: /,SEE'RF-1 FOR ANTENNA PLAN SEE RF4 FOR ANTENNA PLAN at&t \ v \ (E)GRASS AREA \\ \\ \ \ \ \ (E)GRAM AREA Your world..Delivered_. \`\ \ \ 2L- \ \ \ PLANS PREPARED BY: \ \ \ \ PROPOSED(2)DC POWER CABLES 8 \ \ `� COa 1N• t� (E)TE21 POWERCABINEr Wt \`\ (1)FIBER CABLE ROUTED TO MATCH(E)COAX \ \ (s)BATTERIES.(4)RECTIFIERS(E)& \ o\ (E)TE21 POWER CABINET W1 \\ \\ ISM WOODINVIUSIREDMONDADNE.SURE no PROPOSED(1)CORDEX RECTIFIER \\" \\ (8)BATTERIES&(4)RECTIFIERS \ \ WOODINwu E.VM911Bn \ \ \\ \\ PHONE:425.87.1732 \` \ \ \ WWW.COIiNERSTONEEtIGR.COM' \�\ (E)DOG HOUSE Wt \ \ DOG HOUSE / (E)STRUT MOUNTED DIPEEXER(TYP)- \\ \ (6)1'5/8`0 COAX 8 (E)STRUT MOUNTED DIPLEXER.(TYP) \\ \\ (6)1518"BCOAX& PROJECT INFO: \ (6)7/8-0 COAX \t \I (6)7/8.0 COAX WA6718 (E)NOMA GSM CABINET ( 10111 (E)STRUT MOUNTED I f =��* DIPL�(rYPYP) WEST PORT ANGELES ` NTED DIPLD�R(TVP) (�NOKIA GSM CABINET 't.'ay`vi, S`p yn�l}.tl i;1'D�:�€7t�.'�l�l�• � !�r'? n .,t�Y"hi I 't , (E)STRUT ,'.(��I Q 1303 W 8th STREET T MOUNTED I' fi'i ,,, :.,2, o PORrANGELES.WA98363 (E)TE43 CABINET& ., t�" �I• _ P k" t t..uC (E}STRUT MOUNTED PROPOSED 20 AMP - ✓_ 700MHz RRH(TYP OF 3) 700MHz RRH(TYP OF 3) CLALLAM COUNTY BREAKER(TYP OF3) "i',i}^ t€' s O:Gt (E)TE43 CABINET i; 1 (E)UMTS CABINET xt v u �• I r( (E)UMTS CABINET ISSUED FOR: C CONSTRUCTION 1' I i t P a r I I i I fl REV::DATE:—ISSUED FOR. BY. I-11 - _ (E)UTILFrYH-FR RAME i iJl -' �- WRMOFFMANBOX �' WtHOFFM1dANHBOXE PROPERTY UNE ' IF-F ' IIL J 1 I _-��- -- -- -- —-- PROPERTY LINE - --- — ' IL_ Ili: I ' 1 IL IL. (E)36 0*HIGH! ' (E)t6-0"HIGH 1 OQ 01.09-17 FINAL jJRF CHAIN-LJNKFENCE �a ��'� G� W/BARB WIRE CHAIN LINKFENCE QW!BARB WIRE 12.22-16 PRELIMINARY JRF (E)TE40 CABINET W/ 1,10)BATTERIES(E`,3 I �DRAWNJRF MWO MWO PROPOSED(2) _ t 1 MARATHON BATTERIES A.3.1 11 (E) CABINET rCURRENT ISSUE DATE: t-(E)LTE FLXI6WS W/C10)(10)BATTE3tEES. (E)LTE FLX16WS L CABINET WI PLINTH (E)UTILJTY H-FRAME / I CABINET W/PLINTH (E)UTILITY K FRAME 01-09-17 (E)GPS ANTENNA(TYP) (E)GPSANTENNA(fYP) LICENSURE: E)METERBASE —iu ----------- --------- (E)METER BASE (E)unLuTY VAULTt l TLL6I !t g lam' a / 1 (E)UYVAUCT / 5 ` �roNAL ( (E)GRAVEL AREA i� \� `-(k")GRINELAREA JURISDICTIONAL APPROVAL (E)ACCESS GATE - (E)ACCESS GATE EDGE OF WALKING PATH(TYPj. WALKING PATH MP), PROPRIETARY INFORMATION: DONOTSCALEDAAWINGS.CANTRAC.TORMiI,STVERIFY ALL DIMENSICNSANDADVMIECONSULTAMM OF"ANY: ERRORS AND OMISSIONW,ALL PREVIOUS IS M OFTMS ORAWINGARESUPERSEDED BYTHELATEST'REVISION, THE INFORMATION CONTAINED 94 THM SET OF OOCUMEXM IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE (E)'GRASS AREA (E)GRASS AREA OTHER THAN WHICH IS RELATED TO NAMED CUFNCIS * STRICTLYPROHIBIrm / DRAWING TITLE. ! EXISTING&PROPOSED EQUIPMENT PIANS DRAWING NUMBER:. i PLAN NORTH PLAN NORTH PROPOSED EQUIPMENT PLAN 2 EXISTING EQUIPMENT PLAN 22x34 SCALE 1'0' = . 11x1T SCALE:3/16'--1'-0' 22x34 SCALE:3Ar=t V' 11xgT SCALE:3t16=f-T CEL JOB NUMBER. LTE 2C 16 19156 E: Ya (E)TRIPLEXER(2 PER SECTOR.TOTAL OF 6) (E)TRIPLEXER(2 PER SECTOR TOTAL OF 6) e OP )F(E)STADIUM LIGHT POLE O TOP OF(E)STADIUM LIGHT POLE 0.t�97 AO' GL EL 337.0!AGL � �� REPLACEMENT PANEL:ANTENNATIP HEIGHT (E)PANEL ANTENNA TIP HEIGHT gd,, EL t94.W AGI. EL 394.V AGL"0' eYour World.Delivered. REPLACEMENT PANEL ANTENNA RAD CENTER 8 _ _ _ _ (E)PANEL ANTENNA RAD CENTER - ELt91.0'AGL 0.381.0 AGL V REPLACEMENT PANEL PROPOSED SURGE SUPPRESSION PLANS PREPARED BY. ANTENNA(1 PER 5 DISTRIBUTION UNIT,BEYOND SECTOR,TOTAL OF 3) A-3A3 9 PANEL LAN TO PROPOSED 1800MHs RRH(1 PER SECTOR TOTAL OF 3) SECTOR,TOTAL OF 3) IBM W ODINVII LE AMMOND RD NE.SUNE 2+0 _ �E PANEL ANTENNA RAD CENTER _ _ _ _ -(E)PANEL ANTENNA RAD CENTER w0001WLLF.WA0W72 (E)TMA(2 PER SECTOR TOTAL OF 6) - - - tZ 382.0'A R (E)TMA(2 PER SECTOR,TOTAL OF 6) EL s82.0.AGt PROKE.425407.1M www. 1 PROJECT INFO: (E)'PANEL ANTENNA(1 PER SECTOR TOTAL OF 3) (E)PANEL ANTENNA(1 PER SECTOR,TOTAL OF 3) WA6718 WEST PORT ANGELES (E)STADIUM LIGHT(TYP) (E)STADIUM LIGHT(TYP) 1.303 W 8th STREET PORT ANGELES,WA 88363 CEAL AM COUNTY ISSUED FOR NOTES: 1. PAINT PROPOSED ANTENNAS, CONSTRUCTION MOUNTING HARDWARE&COAX TO MATCH EXISTING CONOTTIONS REV::DATE:-ISSUED FOR.:--------=BY: IL SEE RF-1 FOR EXISTING& PROPOSED ANTENNA PLANS (E)397.0'HIGH STEEL STADIUM LIGHT POLE (E)397.0'HIGH STEEL STADIUM LIGHT POLE Q!01-0947 FINAL JRF Q122216 'PRELONINARY JRF -DRAWN PROPOSED(2)DC POWER CABLES&(1)FIBER CABLE � JRF :� I MWO ROUTED TO MATCH(E)COAX MWO ('CURRENTISSUEDATE 01-09-17 LICENSURE: dyESLEY (E)*V-Cr HIGH CHAIN-LINK FENCE W/BARB WIRE (E)*&-W HIGH CHAIN-LINK FENCE W/BARB WIRE ` f14�f7 (E)ICE BRIDGE W/ (E)ICE BRIDGE W/ (6)t&SV COAX&(6)718.0 COAX" (6)1 SIVI3 COAX 8(6)71WO COAX l JURISDICTIONAL APPROVAL: (E)AT&T (E)AT&T t EQUIPMENT" EQUIPMENT 1 COMPOUND v COMPOUND {L1t (E)CHAIN-LINK FENCE (E)CHAIN-LINK FENCE (E)GPS (Q GPS ANTENNA OYP) ANTENNA(TYP) LOPRIETARY INFORMATION: G4NOTSCALEORAWGIGS.cm WICCTORMUSTv9wr AU ONME[iSIONS AND ADVISE CONSULTANTS OF ANY M=S ANG-ONISSIMM ALL PREVIOUS 5SUES CW TM - GRAWII<O ARES.l�ERSEDEG BYTNEPJII'cSTREV1510N." MEtWFOPA07ION WWAM£D IN TMS SETOF00CW=fM tSPROPRETARY SY'NATURE ANY USE OR 0301MURE OTHEKTH MWHICNL4RHATEDTONAKEDCUENF6 SMMLYPRCHWED, DRAWING TITLE: EXISTING&PROPOSED NORTHWEST ELEVATIONS, GRADE GRADE DRAWING NUMBER: EL0.V AMSL(ASSUMED) Ffp� F/P C r/r �F/P�7 F/P EL 0.01 AMSL(ASSUMED) coax cnAx COAX A2 0 PROPOSED NORTHWEST ELEVATION 2 EXISTING NORTHWEST ELEVATION 22x34 SCALE::3/16"=11-T 11x17 SCALE:3/32'=1'dY' 22x34 SCALE 3/16'=II.W 11x17 SCALE:3732-=1'-0` CEU J08 NWMBEI� LTE 2G 16A8158 CABLE TO ENTER ANY KATHREIN STANDARD MOUNTING KIT OF THE(4)SIDES AND Da SURGE SUPPRESSION DISTRIBUTIONUNIT NO. PART NAME QTY EXIT ANY OF THE(3) MANUFACTURER RAYCAP 1 FIXED CLAMP 6 REMAINING SIDES O MODEL I DCCr4860.14; SQUIT 2 HEX BOLT MS 4 11.00' Q tR t 3 SPLIT WasH MB s _ v` 4 HEX NUT MS 8 [NOTgE. D BE:INSTALLED WITHIN Your world. Delivered. FEET OF RADIO UNIT NOTE: ALL CONNECTION COMPONENTS COVER NOT SHOWN PLANS PREPARED BY: ARE STAINLESS STEEL 304 FOR CLARITY ASTM A276-304 MATERIAL � RAYCAP`SQUID' _ ro SURGE SUPPRESSION eµCOZIV@t8)TONB NOTE: DISTRIBUTION UNIT MOUNTING OPTIONS O 16MWCODmrvluF-RWIWONGRDNE.slmE210 WOODINVIUE,WASH, PER MANUFACTURER PHONE 425,487.1732, WALL.H-BRACKET OR UZ i-MOUNTING BRACKET WWW.ca ONE-ENMOOM PIPE UP TO 3S O.D. O PROVIDED BY MANUFACTURER PROJECT INFO: EXCESS FIBER BOX MANUFACTURER IRAYCAP WA6718 MODEL FS-15MOX CE010505 (2)HEAVY DUTY 10 S.S.BANDING Wf POSITIVE LOCKBUCIO.E: DIMENSIONS 1B'x1aw SYSTEM OR APPROVED EQUAL WEST PORT ANGELES CAPACITY 30m([[115')OF IOmm (E)STADIUM LIGHT POLE 1303 W S01 STREET NOT USED FIBER SLACK BOX10 SURGE SUPPRESSOR PORT ANGELES,WA 98M CLALLAM COUNTY 22x34 SCALE:.NTS -11x1 T SCALE:NTS 221d/SCALE:.NTS 11x17 SCALE.NTS 22x34 SCALE:1 1/2'=1'fi 11x17 SCALE 3/4'=1'-0 2'-3'OD. ISSUED FOR PIPE MAST 14Ar . 6.r CONSTRUCTION ANTENNA REV::DATE:=ISSUED FOR BY: M10 NUT 2 1 or D OPPOSITE BRACKET Ll 11 j Q01409.17 FINAL: JRF 4rh 300mm M10 s ^ Q 12-22-16 PRELIMINARY JRF HEX BOLT • r..DRAWN 8Y:=CHK APV.: 80mm M10 I JRF MWO PIPE BRACKET MWO HEX BOLT [[CURRENT ISSUE DATE: FLATWASHER CD, 11 01-09-17 L.00KWASHER UCENSURE. TOP FRONT SIDE S�SLEY ANTENNA: KATHREIN N010798 S? ANTENNA BRACKET 8 RRH BRACKET 7 NOT USED 6 .ANTENNA DETAIL 5 22x34 SCALE:1*=1'-0' 11x1T SCALE:1/2'=14r 2204 SCALE:NTS 11x17 SCALE.NTS 2244 SCALE NTS 11x17 SCALL:NTS 22x34 SCALE 112'=1'-W 111x17 SCALE'114'=1'(r !e/( B25 RRH4x30-1900_DIMENSIONS JuwsmanONALAPPROVAL: `ll MANUFACTURER ALCATEL-LUCENT HEIGHT 21.24 WIDTH 12:04 DEPTH .7.20' WEIGHT 53 LBS 12.00" PROPRIETARY INFORMATION: MOUNTING. 00-NOT SCALE DRAWINGS:CONTRACM14MUSTYERIFY' 0 0 0 o BRACKET ALL DM ENEMNS AND ADVISE.CONSULTANTS OFANY e - ERRORSANDOMISSIONS ALL PREVIOUS.ISSUES OFTHIS: 0 0 0 o DRAINING ARE SUPERSEDED BY THE LATEST REVISION. ® THE INFORMATION CONTAINED IN THIS SETOF OOCUMENTS ® I5 PROPRIETARY BY NATURE ANY USE OR DISCLOSURE 12.[[10` - OTHER THAN.WHICH IS RELATED TO NAMED CUENTIS S7RIMY Pi0H18MM N o® ORAWINGTRLE: o L N DETAILS © o 0 DRAWING NUMBER: FRONT PIAN w -3 o NOT USED 1900MHz RRH 3 NOT USED NOT USED K 22x34 SCALE NTS 1 1x17 SCALE NTS 22x34 SCALE 1 1f2'=1 4' 1 1x17 SCALE:314'=1'-0' 22x34 SCALE:NTS 11x17 SCALE NTS 22x34 SCALE NTS 11x1T SCALE:NTS CE JOB NUMBER: LTE 2C 16-09t58 PROJECT BATTERY SYSTEM DATA BATTERY TYPE VALVE REGULATED LEAD ACID(VRLA) NO.OF BATTERIES 20(2 NEW 818 EXISTING) YoLlr W061E .Delivered. BATTERY EXCIDE TECHNOLOGIES INDUSTRIAL ENERGY MANUFACTURER PLANS PREPARED BY: MODEL NO. MARATHON M12V1SSFT aC TOIwe 1 S@78 WOODINVq.ERFDMOMD RD NE SUITE 210 DIMENSIONS 22.0'D x4.9'W x 11.15'H W000INVU1E WAgWM PHONE:425.487.11M WWW.CORNERSTOTC-4=N&RC.OM WEIGHT 119 Lbs PER UNIT PROJECT INFO: i OF CELLS PER UNIT SPECIFIC GRAVRY LEAD WEIGHT PER CELL ELECTROLYTE WEIGHT ELECTROLYTE VOLUME ELECTROLYTE VOLUME WAF3T f (ft) PER CELL(Lbs) PER CELL(GAL) TOTAL(GAL) 1 1.35 90.4 21.4 2.17 43.4 WEST PORT ANGELES BATTERY PLACEMENT: 13M W Sth STAT SHELF MOUNTED WITHINCSA/LJL.,SELF-CONTAINEDCABINET/RACKWIIHENVIRONMENTALCONTROLS.ALPHATECHNOLOGIES,LTD NOT USEDNOT USED PORT ANGELES.,WA 98383 MAX CAPACITY(20)BATTERIES PER CABINET 1 0 9 CLALLAM COUNTY 22x34 SCALE NTS11x17 SCALE NTs 22XM SCALE:NTS 1717 SCALE:NTS 11REV.:OATE:-=SS'LIED ISSUEDFOR: CONSTRUCTION!BATTERY REQUIREMENTS FOR. BY: NONRECOMBINANT BATTERIES RECOMBINANT BATTERIES REQUIREMENTS FLOODED LEAD FLOODED NICKEL-CADMI MI VALVE REGULATf31 ACID BATTERIES (NI-C4BATTERIES LEAD ACID(VRL*BATTERIES LITHIUM TON BATTERIES SAFETY CAPS NIA N/A NIA 01-09-17 FINAL JRF (608.22) COMMENT-PER.MANUFACTURER,THE MARATHON M12V1 SSFT UTILIZES A COMBINATION FLAME ARRESTOR I VENTCAP: pQ,12,22-16 PRELIMINARY JRF RDRAWN 8Y:=CHK. APV.: THERMAL RUNAWAY NIA NIA NIA, JRF MWO MWO MANAGEMENT (608.3) [[F CURRENT ISSUECOMMENT&BATTERY IS MORE RESED WENT ASA RESULT OF THE LOW SPECIRC GRAVITY DESIGN HOWEVER,ADDMONALDC POWER PLANTTEMPERATURE COMPENSATION MAY BE REQUIRBY JURISDICTION.THERMAL RUNAWAY PROCEDURE ACTION SIGNAGE SHALL BE POSTED FOR EASY ACCESS M ALL BATTERY AREAL ucENsuRE: SPILL CONTROL WA NIA NIA (NIA) w yO COMMENTS;.SPILL CONTROL NOT REQUIRED BY IFC FOR THIS TYPE OF BATTERY. NEUTRALIZATIONNlA N1A (60652) N/A NOT USED NOT USED 5 � L r C.OMM'ENM.TOTAL ELECTROLYTE VOLUME IS UNDER REQUIRED SPILL CONTROL THRESHOLD,THEREFORE NO NEUTRALMATION MEA.SURES"REQUIRED- 22x34 SCALE:NTS 11X17 SCALE:NTS 22x34 SCALE:ITS 1'8X17 SCALE:NTS (f 4 r(7 JURISDICTIONAL APPROVAL• CHEMICAL HAZARD VENTILATION NIA WA NIA. a cs0aea:�as.z) �' IDENTIFICATION SYSTEM COMMEN -CONTINUOUS VENTILATION SHALL BE PROVIDED AT-A RATE OF NOT LESS THAN MINUTE PER CUBIC FOOT PER MINUPER SQUARE FOOT V fl=M=) 2. � ( 'ASNOTEDINIFC608SAN0.TS: ENVIRONMENTAL CONTROLS ASSOCIATED WITH PROPOSED ENCLOSURE HAVE SEEM SHOWN TO MEET REQUIRED CODE REQUIREMENTS: fm I=, - "re.• -_.orf■►s �M. � " Nf ;."'""..,.... � ��.�.w..' SIGNAGE NIA NIA V NIA (608.7) , THIS ROOM CONTAINS: COMMENTS:COD£SPECIFIEDOATTERY ROOM SAFETY SIGNAGE,HAZARDOUS MATERIAL SIGNAGE(40WMONGIANDTHERMAL RUNAWAY PROCEDURE'SIGNAGE SHALL ALL BE LEAD-ACID BATTERY SYSTEMS, PROPRIETARYENFORMATION: CLEARLY POSTED WALL BATTERY-AREAS. CORROSIVE LIQUIDS(H ECTROLYTE), ALL DIMENSIONS AND ADVISEcoNSULTANTS CFAW ENERGIZED ELECTRICAL CIRCUITS, I7iRORSANDLLJGSS10Ns ALl PAEVKfl15SOFTH6 SEISMIC PROTECTION N/A N/A NIA e;- 7 rnwWINGARESUPERSEDmHYTxELATESsFOMON. Y. AND HYDROGEN GAS THE INFORMATION CONTNNED IN THIS SET OF DOCUMENTS + COMMf3�TTS:BATT132YSTORAGEENCLOSURE CABINETS AND-ANCHORAGE ARE DESIGNED TOEXCEED ALL[BG CODE REQUIF�7TSFJShBCFORCES FOR SITE SPECIFlCINSTALLATIONS. -. t4PHERTHANWMY ISREL. EDTONAMEDCLIENT19 V RS OTHER THAN WHICH Is RELAT®IT NA!lEOCIJENI IS IH%IC111R'I � < srRlcnrPRa+®rrEo. a® m. . AUTHORIZED PERSONNEL ONLY ORAWINGTITCE: p ,aow.w EYE PROTECTION REQUIRED SMOKE DETECTION NIA NIA NIA "" "` °'"'"ter NO SMOKING OR OPEN FLAMES `8.9) BATTERY SYSTEM �"° •''�'�"�' REQUIREMENTS COMMENTS:NIA OUTDOOR APPLICATION .� DRAWING NUMBER BATTERY ROOM NOTE:CODE REFERENCES ARE TO 2015 INTERNATIONAL FIRE CODE FOR STATIONARY STORAGE BATTERY SYSTEMS: n_ ■ BATTERY SYSTEM INFORMATION BATTERY HAZ MAT SIGN 2 BATTERY DANCER SIGN 22x34 SCALE:NTS 11x17 SCALE:.NTS 22x34 SCALE NYS 111x17SCALENTS 22x34 SCALE Nm 11x1T SCALE:.NTS CEI JOB NUMBER LTE 2C 16-09158 PROPOSED ANTENNA CONFIGURATION AND SCHEDULE-PER RFDS REV 2.0-DATED 11-07.16 EXISTING ANTENNA CONFIGURATION AND SCHEDULE-PER RFDS REV 2.0-DATED 11-07-16 rr ELM MEC1L FIRM FEEDER FEEDER EIEC.MEGIt RRN FEEDER. Fl !DER SECTOR X AZIMUTH RAD CENTER QTY YEtioOR MODEL TILT TILT RET TMA QTY i OF FEEDERS TYPE LENGTH PLACEMENT OiPLDffII SECTOR X AZIMUTH RAD GEmm QTY VENDOR MOOEI TILT TILT RET TNA QLY OF FEEDERS TYPE LEMON PLACE2fENT 001E7E6 at LTEt906 r - UMTS 1900 120" 281.1► 1 NATHREIN 80010765 r fY YES 1(E) 2(E) 1 SB'9 23W INSIDE(E) YESeYour � M U1FTSb90' r ,1(E) 2(E) Iw" 2300 INSIOEM UNTSILTE � LIGHT HTPOL (4 LTE 1900 tw �1A' 1 NATHREIN !0010798 r W. YES VES GSM 1900 0" - LTETm r -ion tme" F03ER *= UIDITPOLE. GSM to6 TZ0• 282.0 , KATHREA 742264 I w YES (z)E155a3P/8 - 2(E) 71810 2300' uGHr POLE YES Elm world.Delivered. !alts 19D6 r - SECTOR A37aNJ114 RAD CENTER QTY VENDOR MW11 L RET TKA Mr TILT � OF FEEDERS TYPE LENGTH LEENGTER H PLACELffM DWtE1® GSM 190D 12T 282.0' i KATHREIN 742-234 0' YES - - 2(E) TAM 23W INSIDE(E) YES GSM650 0' (2)E45508P78 LIGHT POLE ULRSt81W r 0691EM zt0• 19,.0' , KAT,REA 80016T6S D' YES i(w2(E] 1918'9 2300 YES SECTORY AZIMUTH RADCENTER QTY VENOM MODEL. ELMMT MECN.RET TW RW1 OFFt7 �� FEEDER PLACEMENT OVIE)ED UMTS rLTE. Y LIGHTPOIE. PLANS PREPARED BY. 7R.T TILT QTY TYPE LENGTHGSM 1800 216' 2820 1 KATHREJN 742484 4• 6' YES - Z(E) 718'9 2300 mmm YES LTE t900 r - GSM 960 0• (I)E1SSown LIGHT POLE UMTSa50 FE r' C-d1.. FEWER FEEDER LTE 1900 210' 29tA' 1 KAYHREIM am lom r OP TES 1(E) z(E) 15!8'9 *3W INSIDE L VES SECTORZ � RADCENT@R QTY VENDOR MOOS ELM MTILT TILT RET TMA QTY RRH OF FE£OERB TVI+E LENGTH PLACETIENT OfP1E7EO �m�1RNtt�)61rON6 1(N) - - - uGHT POLE LTE.706. r UMTS 1900 Soc, sBtA' s W(THREIN am 10766 r (r YES 4(E) 2(E) 1 sug 2300 ASIDE(E) YES 10922 WOODWA.LE4ZEDMOND RD ME,SURE-216 UMTS low I 2' UMLS/LTE 2" LIGHTPOLE WOODINVILLE,WA 98072 INSIDE(E) PHONE 425487.1732 GSM 1900 210" Azo 1 KATHREIN 742,284 d' YES - 2(E) MID 2304 IK410EE) YES GSM 1lM0 3' 2820' 1 KATNREIN 742264 � 0' YES - 2(E) 7/aYd 2300 Y(3 O8M SS6 a- (2J.ET5509P78 LfGNTPOLE GSM 850 0" (2)E95Y141P78 LIGHT FOIE WYJW.CORNERSTONEENGRCDNI SECTORZ Ammm RAD CENTER QTY VENOM MODEL FLET ME7CM RET TtaA � OFFEEDERS FREER tLENGTHTH PLACEMENT DIPLE)ED. TILT MIT,r PROJECT INFO: LTE 1900 UMTSa.1D r 4(E) 2(E7 1616'0 2300 ASIDE(E) WA6718 CTE 19110 30V !416 1 xATNRE01 e66 ta799 2' YES t SP1) LIGHT POLE YES LTET66 r 11NTSt900 r _ WEST PORT ANGELES GSM 1900 300'- 2824 1 KATHREVL 742264 0" YES - 2(E) M. 230V IMSIDE(E) YES GSLt85D D' (Z)Et5S08P78- LIG1iTPOLE 1303 W Bih STREET PORT ANGELES,WA 98363 PROPOSED RF SCHEDULE EXISTING RF SCHEDULE 5ISSUED FOR CLALLAM COUNTY 22x34 SCALE:NTS 1 tx17 SCALE:NTS 22x34 SCALE:NTS 11 x17 SCALE NTS NOTE' L CONSTRUCTION DO NOT BLOCK CLIMBING FACE SECTOR SECTOR (E)TMA(2 PER SECTOR TOTAL OF B) 4zjM ,Z, (E)TRIPLEXER(2 PER SECTOR,TOTAL OF B) 42iM T REV:_DAM,=ISSUED FOR BY. OF CE'j:LIGHT POLE Wt ANY TOWER MOUNTED EQUIPMENT A70' ' (E)*97.0'klGk LIGHT POLE (E)197.0HIGH LIGHT POLE REPLACEMENTCS- 6 LTEfUMTS PANEL ANTENNA Q A3 PROPOSED 1900M6�RRH 3(1 PER SECTOR;TOTAL OF 3) AJ ® (E)A6-GSM 190Ql850 � 01-09-17 FINAL JRF O O REPLACEMENT AS- (E)C6-GSM 190044 O O PANEL ANTENNA.W/TMNS aQ LTEfUMTS PANEL ANTENNA p© 12-22-16 PRELIMINARY JRF REPtACEM1ENT 89- S I A.9 PANEL ANTENNA WP TMA"S LT)IUMTS PANEL ANTENNA A C O r'-DRAWN BY.=CHIC: APV:: SECTOR SECTOR i JRF I MWO MWO 0 4 'x (E)STADIUM LIGHT(TYP) (-CURRENT ISSUE DATE- SECTOR ATE o �'M SEC01- 08-17 TOR ry�o SECTOR �g O � LLL "t,,, ENSURE J LEY- �� PROPOSED BANDED SURGE 8 �: (E)BB-GSM 1900!850 SUPPRESSIONDISTRIBUTIONUNIT A3 PANELANTENNAWTMA'S PLAN NORTH PLAN NORTH PROPOSED ANTENNA PLAN @ 91 LEVEL 4 PROPOSED ANTENNA PLAN a@ 82' LEVEL 3 DryAle t�� 22x34 SCALE±31,C=1`W 11x17 SCALE:3/8'=1'-0" 22x34 SCALE:314=V-W 11x17 SCALE 318'=1'-0 JURISDICTIONAL APPROVAL•. SECTOR (E)TRIPLEXER(2 PER SECTOR,TOTAL OF 6) 4a SECTOR (E)TMA(2 PER SECTOR,TOTAL OF 6) ' (E)*97:0'HIGH LIGHT POLE (E)+97:0'HIGH UGHT POLE Q (E)A6-GSM 190D/850 © 0 (E)AS-LTEIUMTS PANEL (E)C6-GSM 19001650 O C PANEL ANTENNA W/TMA'S' PROPRIETARY INFORMATION; (E).C6-LTEfUMTS PANEL ANTENNA TO BE REPLACED PANEL ANTENNA W TMA'S DO NOTSCN.E DRAWINGS.CONTpAC,TOR MUSTVERIhY ANTENNA TO,BE REPLACED ALLD0,4$iSiO IS AND PDLL PREVfMIL AMM ISSUES OF T (f ERROp.R AI�QIda)SIOHS./LLLRREVx1US155UES OF ROS �- O 1 DRAWING ARESUFEFSEDEDBYTHE LATEST REVISION. SECTOR 1 SECTOR THE WFORMAT(ON CONTAINED A THIS SET OF DOCUMENTS •)(•. , IS PRDFWETARYBYNATURE.ANY USE OR DISI:I.OSURE OTHER THAN WHICH IS RELATED NAMED CUENT IS O G (E)STADIUM LIGHT STRIIMY PRONa m. (TYP) SECTOR n� O Q O SECTOR o 4 OMOTjy DRAWING'TITLE: h h 7?0" ANTENNA PLANS&SCHEDULES E 8S-LTEIUMTSPANEL4 [[DRAWING NUMBER ( ) ,� (E}66-GSM f900I850 ANTENNA TO BE REPLACED PANEL ANTENNA W1 TMNS PLAN:NORTH PLAN NORTH �`�1 V � � 6 { 1EXISTING ANTENNA PLAN @ 9'I' LEVEL RT EXISTING ANTENNA PLAN @ 82" LEVEL 1 11 22x34-SCALE-3/4"=1'4' 11x17 SCALE NO"=i=01' 22x34 SCALE.314=114 11x17 SCALE 3/8'=1'-0" CEI JOB NUMBEJL LTE 2C 16-09163 GROUNDING KEYED NOTES t Q1 EXISTING GROUND BUSS BAR,TYP. eat&t Your world. Delivered. PLANS PREPARED BY: s> EXISTING#2 STRANDED GREEN INSULATED COPPER GROUND LEAD FROMCOiW6lU7btV3 GROUND BUSS BAR TIED INTO THE EXISTING GROUNDING SYSTEM_ �..� O PROPOSED LUG GROUND CONNECTION TO EQUIPMENT,SEE DETAIL 9JE-1.1 te=WOODW&LE-REDMOND RD K.SUnE2to WOOOINVILLE.WA 99072 PHONE:425AST.1732 W W W.CORNERSTONE£NGR.COM PROJECT INFO: REPLACEMENT PANEL ANTENNA. O PROPOSED#2 STRANDED GREEN INSULATED COPPER GROUND.LEAD FROM WA6718 (I PER SECTOR.TOTAL OF 3) EQUIPMENT TO GROUND BUSS BAR. WEST PORT ANGELES 5 . 1303 W 81A STREET PORT ANGELES,WA 98363 CLALtAM COUNTY (E)W.0 HIGH STEEL 1 ISSUED FOR. STADIUM LIGHT POLE CONSTRUCTION g REW:DATE:=ISSUEDFOR BY: GROUNDING NOTES 6 1. ALL DETAILS ARE,SHOWN IN GENERAL TERMS.ACTUAL RWALLATIONAND CONSTRUCTION MAY VARY DUETO SITE SPECIFIC CONDITIONS. � � a 01-09-1T FINAL JRF PROPOSED 1998MR�RRH 2.GROUND ALL ANTENNA BASES.FRAMES,CABLE RUNS'.AND OTHER METALLIC COMPONENTS USING GROUND WIRES AND CONNECTTO SURFACEMOUNTED (1 PER SECTOR.TOTAL-OF3) �� Qp 12-22-16 PRELIMINARY JRF BUS BARS.FOLLOW ANTENNA AND STS MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS.GROUND COAX SHIELD AT BOTH ENDS AND EXI FROM TOWER OR POLE USING MFP'SPRACTICES. RDRAWN BY:—CHK.: APV. I JRF MWO MWO 3_ALL GROUND CONNECTIONS SHALL BE CADWELD.ALL WIRES SHALL BE I COPPER THHNlTHWN.ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE O CURRENT ISSUE-1 E ABOVE GROUND. 01-08-17 4. CONTRACTORTO VERIFY AND TEST GROUND TO SOURCE..GROUNDINGAND LICENSURE: OTHER OPERATIONAL TESTING WILL BE WITNESSED BY AT&TWIRELESS.LLC. a REPRESENTATIVE. LE S. REFERTO DIVISION 16 GENERAL ELECTRIC;GENERAL ELECTRICAL PROVISION' AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. e, a� 6.ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OFGROUNDING, SYSTEM,.AND RECEIVE APPROVAL OF DESIGN BYAUTHORIZEDAT&T � WIRELESS,LLC.REPRESENTATIVE.PRIOR TO INSTALLATION OF GROUNDING �0 SYSTEM. PHOTO DOCUMENT ALL CADWELDS AND GROUND RING 7. NOTIFY CONSTRUCTION MANAGER IF THEREARE ANY DIFFICULTIES JURISDICTIONALAPPROVAL• ! INSTAWNG GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. PROPOSED SURGE SUPPRESSION DISTRIBUTION UNIT PROPRIETARY'INFORMATION: DONGTSCAlEDRAWKGS.CONTRACTORMUSTVERFY . ALL OMEENSIONS AND ADVISE CONSULTAMS OF ANY ERRORSANDCAMMOM ALLPREVIOUSISSUESOFna DRAWINGAAE SUPERSEDED•Sr THE IAIESTREVISION - . - - THE INFORMATION CONTAINED IN THIS SETOF 00CUMENIS LEGEND IS PROPRIETARY BY NATURE:ANY USE OR DISMOSURE OTHER-THAN WHICH:IS RELATED TO NAMED OUENT IS STRIMYPRONGMEO. SYMBOL DESCRIPTION DRawllvc TITLE. NOTE: a GROUND INSPECTION WELL SCHEMATIC GROUNDING PLAN :] .ALL GROUNDING WIRE RUNS AND COPPER GROUND ROD DRAWING NUMBER CONNECTIONS,BOTH ABOVE AND BELOW GRADE,SHALL BE LOCATED COMPRESSION LUG INSIDE OF THE LEASE AREA LINE. PLAN NORTH ® CADWELDCONNEC;TfON -o----'"-'Q'--""®- SIDE SPUCE CADWELD SCHEMATIC GROUNDING PLAN ' r FIELD VERIFY&TIE INTOL EXISTING GROUNDING SYSTEM CFS JOB NUMBER: LTE 2C 1&09156 2244 SCALE:111T=114r 11x17 SCALE:3/4'=14r 1 EQUIPMENT CHASsts4--Z #2 r (2)3/8'0 ss HEX Nur HYLUG CONNECTOR INSTALLATION GROUNDING INSTRUCTIONS: CABLE RACE (02)TWO HOLE 1. SELECT PROPER HYLUG FOR THE WIRE SIZE USED.. to COMPRESSION LUG 2 STRIP CABLE OF INSULATION TO A LENGTH EQUAL at&t GROUND WIRE STUD(TYP OF 2�d TO THE BARREL OF THE CONNECTOR. Your world. Delivered. NO-LUX ANTFRONT AND BACK OF CABINET) 3. INSERT CABLE FULLY INTO CONNECTOR. COMPOUND C APPLY THE PROPER NUMBER OF CRIMPS AS SHOWN BY NUMBER OF COLORED BANDS. CLEAR HEAT SHRINK ON 5. CRIMP FROM TONGUE END OF CONNECTOR PLANS PREPARED BY:. COMPRESSION LUGS TOWARD CABLES FOR TERMINALS AND CENTER SPLICE TOWARD CABLE FOR BUTT SPLICES 3/8'0 STAR STRANDED GREEN REQUIRING MORE THAN ONE CRIMP PER END. �c.o.o n cCOe�N�STONE INSULATED COPPER GROUND LEAD TO BUSS BAR OR 02 HYLUG TYPE YGA CONNECTOR IS PRF-.FILLED WITH tem VW001WmAE-REDMOND RD ME sun 210 SOLID BARE.TINNED COPPER PENETROX COMPOUND AND STRIP SEALED. WDD0INWLL£„WA90M PLAN (E)GROUNDING SYSTEM PHONEe425A87JM BURNOY HYDRAULIC DIE SET#U1CRT IJU11T. WWW=FtNSGT0NE ENCRmM NOTE_ PROJECT INFO: FOR GROUNDING CONNECTIONS.TO PAINTED CABINETS WA671 CHASSIS.GRIND OFF ALL ENAMEL COATINGS TO BARE METAL AT LUG CONTACT AREA PRIOR TO MAKING BOLTED LUG CONNECTION-APPLY NO-LUX TO ALL EXPOSED BARE METAL WEST PORT ANGELES 1303 W 81h STREET NOT USED NOT USED GROUND LUG CONNECTION PORT ANGELES„WA 9M 22x34 SCALE NTS 11x17SCALE:NTS 22x34 SCALE:NTS E I1x17SCALNTS 22x34 SCALE:NTS 11XITSCALE:'NTS y CLALLAM COUNTY ISSUED FOR: COAXIAL GROUND KITS W/ GROUND BAR ATTACHMF1dT: LONG BARREL COMPRESSION CONSTRUCTION CONCRETE SUBSTRATE (4)3/8"0 HILTI TZ EXPANSION ANCHORS DOUBLE LUGS,ATTACH TO REV::DATE: ISSUED FOR BY: WITH T MINIMUM EMBEDMENT. GROUND BAR b INSTALL BY ANTENNA CONTRACTOR WOOD FRAMED SUBSTRATE: (4)3/8.0 LAG SCREWS WITH 2-MINIMUM (CADWELD TYPE-GL) EMBEDMENT(ADD BLOCKING IF NECESSARY. EAR HEAT SHRINK 4`x 24"x 1/4'THK COPPER �� SOLID'CMU WALL: (4)3/8"0 HILTI-TZ EXPANSION ANCHORS CLEAR COMPRESSION LUGS GROUND BAR.INSTALLED �V\ '01-09.17 FINAL JRF WITH 2 MINIMUM EMBEDMENT. BY GENERAL CONTRACTOR HOLLOW'CMU WALL (4)3/8.0 HILTI HIT HY-20 WITH HIT-A 0 QA 12-22-1fi PRELIMINARY JRF STANDARD RODS.(33/W EMBEDMENT) 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a G OOOQa OOOGO00000' 000 �DRAWNBY:=CIiK: APV:: NOTE: 000000a000000000 a JRF Mw0 MWO COAT ALL MECHANICAL CONNECTIONS ISOLATORS ELECTRICAL CURRENT[SSUEDATE: I KSOLNECRsN 000000000000o00. 0 I 01-09-17 W/'NO-LUX'OR APPROVED EQUAL CONNECTION(iYP) CI [oil 241 IFLICENSURE.. FIELD VERIFY #2 SOLID BARE TINNED 3yrSL$Y COPPER WIRE CADWELD(IYPE GL) TYPICAL GROUND BUSS BAR CONNECTIONS 7 22.x34 SCALE NTS 11x17 SCALE:.NTS or k 1 JURISDICTIONAL APPROVAL 400 TYPE GL LUG TYPEGR za TYPE PT PROPRIETARY INFORMATION:: DO NDT SCALE DRAWUiW:CONiRAGTDRL9LSTVERIFY ALL DINENSIONS AND ADVME CORSWANM OF ANY .ERRORS AND OMISSIONS.ALL PRE MUS GSM OFTHM DRAWING ARE SUPERSEDED BYTHE LAMSrREVOON. 1 THE INFOPMATMU CCNTAMW-W THIS SETCr-D=M M 1.4 PROPRIETARYHY NATURE:Af W USEOROISOASixtE OTHER THAN WHICH IS REIATEDYTO NAMEDCUMT IS STMCTLYPRW 8nW. TYPE GT TYPE SS DRAW INGTITLE— TYPE VS GROUNDING DETAILS NOTE: ORAWING.NUMBER CADWELD-TYPES'SHOWN ABOVE AREEXAMPLFS-CONSULT :WTTH PROJECT MANAGER FOR SPECIFIC TYPES OF CADWELDS TO BE USED FOR THIS PROJECT.. E-1 . 1 CADWELD DETAILNOT USED NOT USED 22x34 SCALE;NTS 11x17 SCALE NTS 22x34 SCALE NTS 11x17 SCALE NTS 22x34 SCALE NTS 11x17'SCALE NTS CEI JOB NUMBER LTE 2C 16 09158 C��I��r�, SVONF— 16928 Woodinville-Redmond Rd NE,Suite 210 E N Cy t N E£ R 1 N G, 1 N G. Woodinville,WA 98072 C7e��t.1siLUCR!RAI * C. T I Y Phone:(425)487-1732 Structural Analysis For Modification of Antenna Equipment on Existing Monopole Mount at&t Site Name: West Port Angeles Site ID: WA6718 1303 W 8th Street Port Angeles, WA 98363 Clallam County AN 1? z , Prepared By:, Peter Lundquist, P.E. ' , ess39 4 121I41IIv Checked By: Jonathan D. Gibson, P.E., S.E. ° AL�G�w Prepared Date: December 14, 2016 CEI Project No.: 16-09158 _ Comprehensive Design Solutions for Your Project Success! ! �,,16� CO�NE�S'tr©NE E'l6IL�STI:G/E7"Ctl7nl.♦cUftl'L'Y 16928 WOODINVILLE-RFDMOND ROAD NORTHEAST.SWIT 210. WOODINVILLE. WA 981772 TEL:(425)487-1732 Mr. Ed Bellan National Construction Manager General Dynamics 77"K Street Needham, MA 02494 Subject: Monopole Mount Analysis forAT&TAntenna Modification(Upper Mount Only) Site: WA6718 West Port Angeles LTE 2C Results Summary: Sufficient Dear Mr. Bellan,, Cornerstone Engineering Inc. (CEI)has completed a review of AT&T's proposed modification of the accompanying equipment configuration at the existing telecommunications site located at 1303 W 8'' Street in Port Angeles, Washington.The site currently consists of(3)sectors of AT&T panel antennas. with(2) panel antennas, (2)Triplexer Combiners, and(2)TMA's at each sector, supported by existing monopole mounts located at 91-ft and 82-ft on a 95-ft monopole. Additionally,there is(1) RRH per each sector located at grade with the other site support equipment. The proposed LTE 2C configuration will consist of the replacement of(1)panel antenna and the addition of(1)RRH per each sector,as well as (1)surge unit, at the upper pipe mast mount. The proposed loading represents an additional increase of wind area or weight in excess of 5 percent resulting in further evaluation per AT&T TARP Mount Analysis Protocol..The overall structural stability of the existing upper antenna mount was analyzed for the addition of the proposed antenna equipment configuration per approved project scoping and final RFDS criteria and in conformance with the 2015 IBC,TIA-222- G codes and the AT&T TARP Mount Analysis Protocol. Analysis of the lower mount is excluded from this analysis scope. Any revision to the loading configuration described above will require additional analysis. CEI has determined that the existing upper pipe mast mount as described above and its corresponding connections are sufficient to support the proposed loading and AT&T TARP Mount Analysis Protocol. This determination depends on the installation of appurtenances as described above,as well as the adequacy of the structure and its connections as being in good condition and structurally sufficient. Any other configuration or deficiencies of the existing structure will require additional review and analysis prior to installation. Please call us at:any time if you have any questions or comments pertaining to the recommendations of this letter. Respec r Ily,. Jonat an D. Gibson, P.E., S.E. Cornerstone Engineering, Inc. Comprel!ensive Design Solutions for Your Project Success! CORNERSYONE E N G 1 N E E A I N G. I N C. 16928 WfX')DINVII LE-REDMOND ROAD NORTI ILAST.SUI TL 210. WOODINVILLL. WA 9Wn• I'LL-(42%487-1712. WA6718 West Port Anneles (1) Sectors of AT&T Antennas on the Existing Pipe Mast Mount at 91-ft on a 95-ft Monopole. (1) Sectors of AT&T Antennas on the Existing Pipe Mast Mount at 82-ft on a 95-ft Monopole. (Excluded frorn Scope) HOMO 07 ow 16928 Wo odinv'lle-Redmond Road Northeast,Suite 210 Phone:(425)487-1732 Woodinville,WA 98072 CORNEeZ'- SWONE 16928 Woodinville-Redmond Rd NE,Suite 210 logo-"-* ENGINEER 1 N G, I N C. Woodinville,WA 98072 CIVI o SI R UCS URAL,SUR 1,t' ' Phone:(425)487-1732 95' Monopole Structural Analysis Report For aut Site Name: West Port Angeles Site ID: WA6718 1303 W 8th Street Port Angeles, WA 98363 Clallam County N ° VV 46939 12{ 41110 + A Prepared By: Peter Lundquist, P.E. LaNA>r � Checked By: Jonathan D. Gibson, RE.,,S.E. Prepared Date: December 14, 2016 CEI Project No.: 16-09158 I 1 i j Comprehensive Design Solutions for Your Project Success! Project: W A6718 West Port Angeles Date. December 14,2016 Client: AT&T Prepared By: PCL CPI No.: 1.6-09158 Page. December 13, 2016 Ed Bellan National Construction Manager General Dynamics 77"A"Street Needham, MA 02494 Re: WA6718 West Port Angeles—95'Monopole Analysis Results Summary: Sufficient Monopole&Foundation Dear Mr. Bellan, Cornerstone Engineering, Inc.(CEI)has completed our analysis of the existing monopole located at 1303 W 8t"Street in the city of Port Angeles,Clallam County,Washington. The monopole,designed and fabricated by Newmark, is constructed of(3) 18-sided sections for a total height of 95'-0". The site currently consists of(3)sectors of AT&T panel antennas with(2)stacked panel antennas, (2)Triplexer Combiners, and(2)TMAs at each sector,mounted at the top of the existing 95-ft tall monopole. Our analysis was performed for the proposed AT&T LTE 2C equipment modification which includesthe replacement of(3) panel antennas,and the addition of(3)RRHs,and(1)Surge Suppressor. Also, (2)Power cables,and(1)Fiber cable are to be added inside the monopole. All other existing equipment will remain unchanged on the monopole. Our structural analysis is based on the original Newmark design calculations(Job No.32003-0049,Design No.03-165)dated 0412812003), provided'RFDS L TE 2C Rev 2.0,dated 11/7/2016, RFDS ID: 1374443)„available previous analysis reports by CEI and by others, and provided recent site audit photos by others. The loading used for this analysis is summarized in the appurtenance table below. Appurtenance Loading: Mount 1, Qty Equipment Antenna E ufi Elev, q p Qty Feedline Remarks 91'-0" 6 Kaelus TBC0020FIV34-1 Triplexer Combiner 6 1-5/8" Existing to Remain AT&T 91"-0" 3 KathreinKathrein80Q10765 panel antennas - - Ex/sting to beRernovedlReptaced AF&T 911_0/9 3 Kathrein 80010798 panel antennas 1 Fiber Proposed(AT&T) 3 ALU B25 RRH 4X30-4R 1 SOIL band 871-0" 1 Ra ca DC6-48-60-18-8F"Squid"su a unit 2 DC Power Pro osedAT& . 82,-0" 3 Kathrein 742-264 panel antennas 6 7/8" Existing to Remain 6 Powerwave LGP 214003 TMAs AT&T 72Remain'-0" 10 2'diameter Stadium Lights on pipe frame 1 2"PVC Existing to11 Conduit Ci Tower Analysis A rigorous analysis using tnxTower was performed to determine if the monopole is compliant with the current design standard,ANSI/TIA-222-G'Structural Standard for Antenna Supporting Structures and Antennas". The wind and seismic parameters used in our analysis are listed below. The monopole is a Class 11 structure with no essential communication equipment on it. If any of the antennas are used for fire, police,or emergency response,the monopole may qualify as an essential structure which has higher loading requirements affecting our analysis results. 1 16928 Woodinville-Redmond Rd NE,Suite 210 4 Woodinville,WA 98072 ��• COsaNeRSVONE .Phone:(425)487-1732 e N o "e e a o N ,K C. Project: WA6718 West Port Angeles Date: December 14,2016 Client AT&T Prepared By: PCC. CEI No.: 16-09158 Page: 2 Wind Criteria: Seismic Criteria: Basic Wind Speed w/o Ice(3s gust): 130 mph(ASCE-7-10) Sd,: 1.032 Basic Wind Speed w/Ice(3s gust): 30 mph SO: 0.627 Serviceability Wind Speed(3s gust): 60 mph R: 1.50 Ice Thickness(escalating): 0.25° Soil: Class D(Per Geotech) Exposure: D Topographic Category: 1 Our analysis results are summarized below which include the corresponding load combination,the location of the maximum stress, and the stress level in percentage form relative to code. Stress levels of up to 105%are considered to be acceptable. Stress levels higher than 105%require upgrades or modification to the loading criteria. Please refer to the attached computer output for a complete summary. Load Case Location %Capacity Existing+ Proposed AT&T Pole(Section 1-3) 88.0% Sufficient Base Plate 78.9% Sufficient Foundation Analysis Our analysis of the existing foundation system was based on the Paul J. Ford foundation drawing,dated 5/16/2003 and the LSI Adapt geotechnical report(#WA02-7900). The maximum calculated shear,and moment reactions at the base of the monopole are less than the original design reactions. However, the axial reaction exceeds the original design and was checked based on the original geotechnical recommendations. The existing foundation is sufficient for the calculated reactions. CEI Calculated Reactions Original Design Reactions(Converted to Factored) Moment 646.6 kip-ft Moment 825 kip-ft Shear 9.72 kips Shear 13.5 kips Axial 10.7 kips(without ice) Axial 9.0 kips(without ice) Conclusions CEI has determined that the existing monopole and foundation will be sufficient for the proposed loading and:will comply with the ANSII17IA-222-G Standard'. The proposed AT&T equipment and platform reinforcement may be installed without any additional structural action. The tower analysis was performed based on the information providedto CEI. The analysis assumes the monopole structure and the foundation system are in good condition and that there are no damaged or deteriorated structural components. This analysis was based strictly on the equipment specified. If any additional equipment other than the appurtenances indicated in this report is attached in any way to the monopole or its foundation, this analysis is invalid. Component analysis-such as pipe mounts, sector frames, and coax Padders were not included as part.of our scope of work. Please contact CEI to initiate additional analysis. Sincerely Peter C.Lundquist, P.E. J nathan D.Gibson, P.E.,S.E. Attachments: 1. Proposed Tower Analysis 2. Seismic Analysis 3. Reference.Documents 16928 Woodinville-Redmond Rd NE,Suite 210 Woodinville,WA 98072 `�� COr"'tlVERSTO[VE Phone:(425)487-1.732 UNGANECRING, INC. I ! 1 Project: WA6718 West Port Angeles Date: December 14,2016 Client: AT&T Prepared By: PCL CEI No.: 16-091.58 Page: �,ab Attachment 1 Proposed Tower Analysis 16928 Woodinville-Redmond Rd NE,Suite 2I0 Woodinville,WA 98072 �i eo�niE;�st'oNE Phone:(425)487-1732 E N O t N C£N I N G. INC. t1c! DESIGNED APPURTENANCE LOADING TYPE I ELEVATION TYPE ELEVATION Vabrud.' Mount(ATE), 945 2)LGP2140112t403TMA A 82 (2)Kadu37BC0V0FW34(A'II) 192 (2)LGP21401x11403TMA(ATI) 82 (21 KBErM TBCOMWArJ4(AM 192 (2)LGP214otn1403TMA(ATI) 82 m $� 'a - 2 KaeftMTB00020FrV34(a 92 24-Ma S(e&M M 74 „�� d m n 80010798 WJ B W Marx A 91 24.Ofa Stadium U M(City) 74 80o1619Bw18'Pipe Mamt(ATI) 91 24`Ola Stadion UgM(City) 74 ii 8001079BW16'Rpe Mamt(ATIa 91 24`Dia SM&m LlgM(City) 74 925RRHU30.1909 RRU A 91 10'TAml Sector Mount -72 B25 RRH630.1900 RRU(ATI) 91 24`Die.SbWUm Light(Gty) 12 1325 RRH4x30.1900 RRU(AFI) 91 24`Dia.Stadium Light(City) 72 Valmad Ring M'owd A BBS 24.013.Stadum 'M 72 SgWd(ATT) 87 24•Dia.Stadium Light(City) 72 ValmOra f]ing Maud(ATI) 82 24'DFa,Stadium Ligtlt(City) TO 1 70.8 fl - i ]d2 264 w16'Pipe Marti A 62 24•Dfa Stadium M Ci 70 742 264 .;n Mount(ATI) V 110'T-A M Sect3r Mount(dry) 70 .742 264 W16'Pipe MaM(ATI) t82 P MATERIAL STRENGTH GRADE FY Fur I GRADE I Fy I 777fw-----1 [AM-165 ICSk6 leo ksi TOWER DESIGN NOTES a 1. Tower is located in Cla)lam County,Washington. 2- Tower designed for Exposure D to the TW222-G Standard. 3. Tower designed for a 101 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 s Increase in thickness with height 5. Deflections are based upon a 60 mph wind. 6. Tower Structure Class IL 1 T Topographic Category 1 with Crest Height of 230.000 R O 8. TOWER RATING:88% 458ft a t m n S ALL REACTIONS N. o, AREFACTORED AXIAL 1336516 SHEAR MOMENT 82916 54827/6 R TORQUE 1561" 30 mph WIND-0.25D in ICE AXIAL 1069116 SHEAR MOMENT 972016 646597 -R O.QR TORQUE 2520 lb-ft o a REACTIONS-101 mph WEND U1 Carnerstone Engineering aD'16-09158 16928 Woodinville-Redmond Rd ISE WA718 West PortAn eles•LTE 2C Woodinville,WAS8072 AT&T 0—by:PGL �p'a Phone:425-487-1732 Lade!TLA-222-G jDaw 12!09116 sr�ie NTS FAX- Pam' E-0 A Q " , _ • . 'y,�e?,. �- ., �� '` : �,s fit' .� •. _ !l �'• �� _ �� .f a, '�`.fir '�* '�.� �' ti' +1�_ -y�. , u �p ALi III�� •ia . Z Job . . . . . . "- _.......per . . Fella mxl'ower 16-09158 10115 MxTower Job 18.09158 2 of 15 Cornerstone Engirt"L s pfO Date Cornerstone Engfrttering fhg4d Dago {6925 Rowtrm•,1k.Rr,fmond Rd AT WA718 Weal Port Angeles-LTE 2C 16:14:0712109116 16928 w &-ell.Redmond Rd NE WA718 West Port Angeles-LTE 2C 10:14:07 12/09118 Olmdineilk,PYA 95072 1:10) - C"Ped by - t ooftdlk,IYA 98072 -cam PAom:,425-187.1732ealgned by PAX. AT&TAT8T PCL Plmne:FAX, '1732 AT&T PCL Feed Line/Unear&purtenances-Entered As Area Tower in NtDataYlkripNan lata Atmr Loa;oani �P�nnrn Tot fe1� IYeBk+�� Shled} ilpe Ni-her IeR T( /N/R Ory +xs C No mal4o Pole 95.000.U.OW 6 No ke O.ap 1A140 There is a poly section. (AT&T) 1/2"Ix o mo I.OW This tower is designed using the TIA-222.0 standard, 718 C No Inside Pole 95.M -ROM 6 No kc 0.000 0.540 The following design criteria apply: (AT&T) 112"Ice OAM 0.540 - Tower Is 10(aled In Ciailaln County,Washington, Trunk Cable C No Inside Pok 95.000-0.000 2 No ke 0.000 LOW ASC8 7-10 Wind Data is used Nind speeds converted to nominal values). (AT41) 12"kv OAM Lap FitesCgdg C No Inside Polo 95.000 1 01000 1 No kc OAM LA0) Structureullcture BasicwindCiaas p.speed of 101 mph. IAT&T 11Y lee 0.000 10m - ^^..-'.• F poeure Category D. Topographic CatcgOry,1. Crest Height 230,000 fl. Discrete Tower Loads Nominal ice thicincss 00250 in, (ee thickncss is considered to fnerease with height. 1Murl1 0� M. rgm,,,, Adr-A Pt rrmrnt CA CA, NIS& " Ice drnsity of 56 pcP. 0 71Pe Na-, 4,010MMV Frew+ SMe A wind speed of:10 mph is used in combination with ice, !R pear Temperature drop of 50 IF. A ft n' fe is Deflections calculatedp I4a111$it wind speed of 60 mph. A non-linear(P-Qcifa)analysts was used, Olin=Ring MMUd -A-- OAM -90.500 No ke 2300 2 AN 500.000 Pressures are calculated at cath secdom (AT&T) I2"Ice 3 AM 3.500 650,000 Stress ratio used In pole design is 1. 9MI079S WIS-Plpe MUtmt A From 1.4g 1300 am 91.000 No kc 11,033 7.588 M.4110 Local bendingstreslas due to climbing load feed line supports, (AT&T) MOO 1(2"Ice 11.691 8.904 19 AE OMO ng s plRnta,end appurtenance mounts am ern considered. 80)10798 w/N Pipe Mmmt B From Leg I.Wt) 0.000 91.UOD No Ice 11.033 7.588 113.40) (AT&T) 00* 12"ka 11.691 8.900 MASA Tapered Pole Section Geometry 8M10798w/WPipeMmmt C Fromlq 910 1.000 0.000 91,QM No leo 11.033 7.589 Il5.400 (AT&T) 0.010 Urke 11.691 8.904 197.681 Sectio.+ - £kie+iao SecN•oa Spike M r Top Banom W.11 ."- &ed 7k,V"* O.MO Ln(gt6 Len81h pf Ulamercr D!ameler T8lek- Bathe, (2)Kackn TBC0020F1 V34 A Fmm tog 1.0011 DAM 92.000 No ke 0511 0.176 13.000 R fr Jr We, !n In !n !n (AT&T) 0.000 12^ke 0.604 0.234 17.289 LI 9AOW-70.833 24167 1.730 I6, 9AU 13.790 AIR 0.751) A371-65 0.00 (65 ksil (2)K4¢hu TBCOMOFIV34 B Fmm Lea 1.000 0.000 920* No ke 0311 0.176 13.000 1.2 70.01.45.833 26.750 2.167 18 13.113 17.800 0.186 01750 AS72-65 (AT&T) 0.000 Wke 0.604 02.14 17.289 L3 45.933.0.0)0 48,000 18 17.045 25.00) 0.250 1.000 A572-65 (2)Ksebu TOCOMFIV34 C Fmm Leg LOW 0.000 92.000 No kc 0.511 0.176 III-OM 65led) (AT8T! 0.000 12"ke GkM U34 17.289 Feed Line/Linear fteurtenances-Entered As Round Or Fiat 025RRN4a30.1900RRU A From 01000Lrg LOOD 0.000 41.000 No lee 2.120 1.247 53.1300 (AT&T) O.tlM Wk. 2.301 1.648 70.333 DeicnprkT TSa;Wr Cary onmt u 1'om1 Nem6vSm+NPici"Ir':Anr I'crfmcar Wa r "2• � BLS RRit4a]RI9M RRU B Fmm[sy I,tMO 0.000 91.000 Nn ke2,120 1293 SS.(p0 TMa M.nr6er Per!taw Yea+ten taWmrsnr (AT&T) 0.000 12"ke 2308 1.448 70.333 R 1 n P2000 ( hy) (Cada) O.OM SafdC7/6 C �a(4e6Ar 95.000-0.000 1 1 nano11..175 Q277 0 B25 RR114s10.190ORRU C rnenteg I.OW OAM 91A00 No ke 2.120 1" 53.000 Ory) (AT&T) 0.00) l2'ke 2308 1.448 70,333 2'514 t'VC A SturscaAr 70.000-O.pO(1 1 1 0.00) 2.375 1230 -20gi tCin9 (Coda) 0.000 Vabnoot Ring MaIrl A Nona 0.000 88.5(0 No lee 2.500 2500 SHAM (AT&T) I2"ke 3500 3-SM 650.000 SgW,d A Form Ug t.WO 0.00) 87.00) No ke 1.261 1.261 40.100 (AT&T) 0.000 1/;"kc 1.932 1.732 63.279 0.001) Valmam Ring Moans A Note 0.000 82.0(o No ke 2.SM 2.SM SM.OM (AT&t) r2"be ).SM '3.500 630,100 742 264 w16'Pipe Mouot A Fmm Leg 2,000 01000 82.000 No ke 5.262 4.334 63.300 b MxTower Job Pogo Jab Page 1s.oa,sa 3 Dr,s tnxTower 1"9158a of 15 Cornerstone EngtneerJmg Pralw D41a Cornerstone Engineering Pralea Data Id928 D'ooa'mdlk,srdmwrd Rd NF WA718 West Port Angetes-LTE 2C 18:14:07 12!09!18 1692$Haadb vVlo-llcdmond Rd NE WA718 West Port Angeles-LTE 2C 18:14:07 12/09118 W9 dhwllk WA AW72 client - - D..90-6 b O'ood',dk,WA 98072 COerd Ph-425•!81.1733 - y DaMgnad by F.4X, AT&T PCL Pham:425487-1712 AT&T PCL ..,..��jrJyirun Foen kn"' Bees:' -A:1m,n6 ! � ' , -' -' ••,° ,_ •.•, •�- "- Q(7. Clfj T Yarrma,wl.�..m, Adjieen+mr CH+r��Cy4.� fPafgM Lkarxp(u, L>ls7i p,(Fier r, >F; A:)mafh 3dR E7p.ntkm�fh+tsiok�� ,lphxxrr� I�lshr 7,h7+r Har. � Arnm Silo ar 7}pa 7YP4 JMr. AdJ,e4rnxmr 8mm L76rnnrrer Arra leg bard - Prrr us J G+avnl 1Y+deb fe fe 15 Yerr light' wtRhrwd(11P) leg 2,000 12"1,-"' 1,410 67.5S 00 (C09) OMO, (AT&T) - O.ff 12'kc .741 5.184 114.770 24"1514.Solium A Padholo(d From 2.000 15.000 721000 2400 M,k4 .1.140 MOOD O' buil wwjOod(BY) leg 2.(100 12'It. 3.410 67,500 7422(x3 w/6'P(oe Mctmt B Fmmirg 7 2,000 O.Ow 62.0m No No 5.262 4354 68.300 (Cry) 0400 (AT$T) 0,000 W-Ice 5.741 5.184 114.770 24"Dfn.Stadium A Pmabolvid Fmm 2.000 MOW 72.0M 2.000 No tcc 1.140 50.009 0,000 IJ9W wlS uuw(HP) t-s 4.(000 112•kO 3,410 67-M 742 264 wf o PipoMoum C Fmm Leg 2.040 0,(00 62.000 No kc 5262 4354 68.300 [Cit9) 0.000 (AT&T) O.Ow 1/2°kc 5.741 5484 114.770 0.000 j2)LGP214Olnl4O3TMA A FmmLq 1.500 904110 82.00D No Ice IR85 014% 19.650 Maximum Reactions (AT&T) 0.000 12111.c 1.218 Oka 29.641 -- 4.Q00 (2)LGP 21401121403 TMA B FmDt tcg 1.300 Mi" 82.001) No lee 17145 0,496 19.650 L-dm+ ..!Nan Gov.. ----i'crrisp. flo' w 4 x Horf.-omi,Y (AUT) 0,000 IR"ke 1.218 DAM 29.641 load lb Ib lb 4.000 Q.-bl LGP 2140121403 7MA C Fmm Leg 1.300 90.000 63,000 No kc LOSS 01496 19.650 Pole vm 26 13364.901 .0.0% .0164 (ATR7) 01000 112"Ire L218 0.662 29.641 %lm H° 21 80193@ 865&919 -62.980 4,00D 041,tb 3 8018.101 4000 9245.865 1 O'T-Arm Sm im Mwi A Fmm Leg 1.000 OOD7 MOD No ke 3.300 2.800 260.010 Man.M, 2 615957.946 .0.000 9245.623 (dN) 01000 12"kb 4,517 3.200 ]0909 NIS.M, 8 567530.1$4 -8656.845 42,98( 0,000 Men.Tm9ion 7 2519.760 -7311.219 4928.784 14'T•Ame hb S4wrwm A fmoi tog 1.000 GOOD 70.000 No k4 3.500 21800 260.0101 Min,441 IS 90(4.081 -0.000 -9719.773 (dN) 0.000 12"le. 4.337 3.200 MOOD Mia.H. 9 8018.312 •8656920 -62.980 0.900 Min% IS W111.0111 •0,000 -7719.773 .. H.M, 14 .646596.664 4000 -9719.532 Min,K 20 -567705.097 8656.645 •62.981 Min,Tomimt 23 •2$19,739 7311.219 4928.784 Dishes 4i Vflan Fare Dirb Off., pJyrz; A--rmiah 3dR V- (ion 0RaAde .pe- Irclshr - or 25w 7i7e Ho, A,GJranmam Rram Dwmenr Aroa Tower Mast Reaction Summary Gra 14 c"l N)dlh - Yex - G,cd l'rrNca! Sbcar, S-near, Orerm.rrog O•xrenning 7arq,m P 1r Jt ,1 rh W. r mhrnarbm Homm;M, Af r.A6, 7A' .Slmiiem A Paobeloid Fmro 2, •3pp0 0,000 •' 71,0(A7� 2.000 No kc 3,1414 150.009 76 Ib f6 IbR 16.9, 76�t C tyl Wshmud(HP) Lee 0009 12"Ice 3.410 67.50D Dead Only 89!19.287 0.006 0.505 •1491I47 72.084 •0.009 1.2 Deldi•1.6 Wind 0 deg-No 1069(1.852 0000 .924.5.623 615957.946 881030 "to M"DO.Stndi- A Paoboloid Fmm 2.000 •15.000 74.000 2.001 No loo 3,140 50.000 In Lipbt wISImd(HP) Leg •2.000 12"Ice 3A1p 67.500 0.9 D00 md+1.6 Wind 0 dee.No $018.101 0. -9245.665 6Q2291.698 64.766 O.OD9 (CIN) O.Ope Ice 24°Di4.St4dinm A Pazobnt7ld Fom 2.000 0.011!1 70.009 ippl t49les ].140 Stl.000 1,2 Dmd41.6 Wind 30 deg•NO 10691.132 4130566 •8192.004 -547517.999 •26765.1.032 ,t465.996 Liyhl wBbrinni(UP) Leg -2.000 I.2-ke 3,110 67911 24"Dp Ply) A PamMloid From 2ODD MOM 74.000 2.0M N6 ke. 3.140 50.010 0.000 0.9 Dcad4�46 Wind 30 deg.No 8018.348 4130573 •8192.024 •535277.425 •262053.657 -14A2.T(H ka oshl wlmgow(HP) Leg low 112'leg 3,410 6715M 1.2 Dmdt1.6 Wr1m160 deg•No 10691.137 7111,207 4928.775 •3334%,643 476894.312 -2491.277 ke 24'Diz$tadiam A Paobobid From 2,0P) 30LOW 74.000 2.000 No k9 3.140 50,001 0.9 Dmd+I.6 Wind 6Odc8•No 80183 .4 33 7311.219 •4928.784 -325727.144 68881.338 .2.919.7H) Lu+t w/Shmd(liP Log 4,000 12"kb 3A10 67500 Ico (an) 0,000 1.2 Dmdtt,6 Wind 90de4.No 111691.089 8656,845 62.981 7(007.417 -567530.181 -2116.040 29'Dla.Stldinm A FWaM6rld Fmm 2.001 •Jo.WO 72.OW IINOD No kd ),140 SOADO tcr: [61 r -15bm4ld(HP) Los •.400 VZ"ko 3.410 67..801 _ 0,9Dntdr1.6Wtwl9Odeg-No 8018,312 8656920 6!2.980 2429.097 .553617312 -2146682 k9 24"tN4,S14di)Im A PamboWd Fmm 2.ODO -15.000 72d8W 2.001 No k9 3.140 50001 1.2 Dwdrl.6 Wind 120 deg: 10691.133 7405.00 5(02.021 340781268 484247.204 .1755.199 U& wlS6mud(HP) 1,44 •2,000 llr ks 3.410 67.500 NO It. 24"DIa.ISf4dl9m A Parabole)d Flora 2.000 0,00079.000 2.001 010 k4 3.140 30.0k 0.9 Dradrl.6 Wind 120 deg- 8016.:49 7405.018 SIOL033 334423.802 474093.108 -1780.717 No ke a C1 tnxTower JobP 16-091.56 54415 tnxTower '°' P8Q4 18.09158 8 of 15 Cprnera gne Engfnecring P`*a Ulu COmtrgdne F.nglneerbrX �OD� Daf4 rd928Wo d&7er.RadM?Raxr WA718 West Port Angeles-LTE 2C 16:14:0712108!16 16978Wamft m(I-Rrd-mf Rd AFR WA718 W4s1 Port Angeles-LTE 2C 16:14:07 12/09/16 Pradhe#23 WAQ8U)2 CIbM - D4elgned 6 Waodimdtla.WA 98072 C11-4 D4alyn,d by -- Phmra:125487•!754 F.u, AT&TATBT PCL P6¢n4: 87-1532 AT&T PCL C'amL•lnarbv Alotnent,AL•.n hroman4 M Yunpsr.� -��-��A•,_•,•�••••�ieo!S7naar, •-.- �.�• R - UvrOrrFnig Tnigw 57rary.;� @Aumlrnm Co,�.!,an4au,1 A(uxar,M. M•7aanr.M, 16 0 76t& _ !b. 16- Ib _ _fA fb fb. f 1,217e4+1,0..1181 I SOaeg" 10(91.1 6 4119.835 8 36.17, 570SMA50 7082.115 •113S.900 INEd+Wind 2494(• o @909.776 :1460.884L%14.932 IpI16. 9 9 71.U't2 359.09 249 ku D®d+Wp4270 dog•Swvke 8909,278 -1707.9)7 12.482 "1535.946 110901.063 435,541 0.9 Daid+1.6 WW 1504e8• 8015348 .4119.829 8556.156 SM62.236 -261505.040 -1150.178 Dud+Whd 30Ddq-Smic4 .1919.273 -1447„7.3 •972.329 -670711M 9121(1291 512.113 NP l99 Dmd+Wi�330 d?...r� R9M.27dT •809.159 _1((12152 10,9297.114 021387 102.624 12 Onid+l.6Wird 180dr@. 1115.10131 OAU# 9719332 646546.664 88.00) •0.034 -'. - _ - •'�^- _ .-»..,�....�..�...�....�.. Nd 1,0 0.9 Ucd+l.b lWdlp(IQtg• 8018981 (LOW 9719.773 033873,135 64.747 -0.022 Nn ke -.. .- 1.2DeadtL6W11d210dcg- 10091,136 414&597 8606.508 573595.763 269031.492 1195,4497 _ Base Plate Design Data OA(Smd+3.6 Wind 310dc#. 80183415 4140.590 8604.492 562379!51 267)79.(144 1149.679 No ix Plate Am6ar Aar7wn Rulr A.6.1 Arn l Ac-t Aerial CanlioUing Rn»n 1.2 DGa1+I.Mind240dcg- 10691.133 =7405.00!1 3102.071 340788491 484472.429 1753,192 necA-- (3(AuahOr SLr Allano0la Alto,wbie Jiwblc A110 Cundituu, 24410 - �" Roue Rano Rom Ra. 0.9Dmd+L6 Wia024D. • 8018349 .7403.918 51029)3 Dulr Oa0 Rbk Sltj/frrme ,k6 934425!66 474227.075 1780.671 Nn Icc Tan»ap CavT+en»nn .4re>a Snara Ib tb NO k0 fn 12 Dcad+l.6 Wind 770 deg- 10691,089 -8656843 6L981 20979In 61 567705.!197 2115.985 2.30 4 2,625 237927.677 243260,54) 35.4485si !4t 14 4O: 0.. 304418.467 501314.689 45.000 No No kc Orad+l.6 Wipd 770461, 8018312 -8056919 6L980 2629.109 555746.089 2146.696 0,78 0.48 0.79 1.7 Pud+1.6 Wind 300 dcg- 10691..137 -7311.207 -4928.775 .333496,967 477969 5RO 2491.243 No loc Com sslon Checks - 09Dad+1.6Wiad300Acg• 801tl.35,i .7311.219 -4728.784 •325726.692 467010,339 2319:739 Nn k9 12Daa0.6Wod]30dcS- 10691332 41OLM •8141.168 .544447.673 266054235 1466,535 N7 kn 1t9Dm01.6Wind330ft- 8018349 •4101.514 -8141.685 592237.070 260437.404 1483.174 Pole Design Data Nn ke 11 Mad+I.O[,c LOTcmp 13364.901 0.008 0.364 414LS36 204,540 -0.039 .Srcdnr Ela.mri4n 5'ix 1, - 4- Xflr A P. 0P, R.O. 12 DctMI.O wharf 0dill 11.0 133(4.898 0.001 •RM275 -54@26455 201.396 -0.036 al P. Icr+1,0Ttanp N' 12 Dead+LO Wind 30 dtg+I,O 13364,895 966670 -701.032 4682715 -22431706 •92,239 'A n !t in' 16 f6 Io I.OTemp LI 95.9311702 TP13.790.625x01g8 24,167 0.000 0,0 5.738 •6119806 426268.00D 0001 1.2 Dud+I.DWind 60dtg,1,0 13364.899 647.568 418.456 -30971:216 -40009;749 -IS5.931 93,82(12• 5.859 • •649302 435258.000 0.001 lctr"A Tmy, 92.6404 1.2 Dwd+I,O W1td9Ddr1+1.0 13964,899 760:702 3,860 •3855,781 47275,628 .131.038 92•x- 5.980 -76627( 444249.MD 0.002 ktr+LO Temp 91,4605 1.2.Dwd+1.0 Wiod 120 13364.900 (53221 429.022 23460123 40475,497 •108.9& 91.4695' 6.101 -1157.180 453239.000 0,M)3dm*1.01cu+1.0'rnap 90.2807 1.2 Diad+1.0 Wind 150 13364.900 367,77) 720.128 42347.791 "22517,124 •70.567 90.2807, 6222 -1227.$90 462230.(90 0.095 dc8+1.01c lLOTrn9, 8911W9 11 Dred+1.0 Wind 189 193609(2 0.001 8201956 48783.012 205.350 -0.0440 89.1009- 6343 •184L6M 4712M.000 0,004 491+1.0 im-LO Ttp 87.9211 1.2 Dead+LO Wind 210 13364SM •367,770 726128 42347.789 72928,120 70AR7 67.9211• 6.464 -1923.670 480211900 VA01 deg+i.0 ksN,O Temp 86.7412 13 DMAO Wind 240 13164.9W •653,218 429.022 23400.121 49886.177 108.706 86'7411• 0-18.5 -I960,310 402OLOK1 0.004 d.8+1.0 kc+l.OTpV 65.1614 1:2 n444+1.0 WiW 270 1.3364.899 -760.699 3" ,985.1,772 47686.306 131.562 0'$611' 6.706 -20M.7M 498192000 0.004 dtg+IAke+1.OTmp 643816 11 Orod+1.0 Wind 5011 13764.879 •647.565 418A36 -309T7.197 40420,430 155.857 843816- 6827 -203.900 507182.0!0 0.004 dtg+l.0 kc+l•01'gV 832018 1.2 oud+l,0 Wind 330 19504.893 •366.667 "701.032 48680.701 22843.395 92,161 83.2018• 6.748 -209&850 316173.0!10 0.004 14 1.0 ket 1.OTe v 81(1219 Ik�d+Wf6d Odcg-Sori9p 6909273 0.000 -1874.414 •427324.548 72,689 •0906 82,0219- 7"067 .2930400 525169900 0,006 Dad+W1nd 30 ft.Strrica 8909.27.1 814,894 -1616113 -108901512 42226.250 -302[42 808421 Vmd+Wind 60 dcg-Smica #9097$ 1442.374 •972,329 -67071279 -99064,937 -511129 80.0421' 7.190 •1025,150 53415COM 0,006 Dud+lYind 70dc#•@pvic4 89M270 1707:938 12.452 -1535.951 .110755,719 433557 79.6623 D--dl Wind 1200cg•cavi. 890276 1460.855 l(816,563 64614.948 -94WA61 -)59.041 79'6623" 7111 -3076901 543144,000 0.006 DcdtWin4110 deg•Sa tw 6909.274 812.775 1687.999 109549.634 -53142301 .232,126 78.4#75 D ad*Wim11801kg•S M (1909.274 0.001,1 1918.034 124493,912 ?1690 .0.01] 7KO25 7.432 -)126,630 552135.000 9,006 Dcd+W'il4210 dlg•Sa-dx 8909,274 418.1 p 1697.931 1101545I2 52636906 232.069 77.3026 b - --- Job - .,., Pape - -- lKxTow4Y 18-09156 7 Of 15 ttL7rTOw81' Job Po15-09166 8 of 1S Cornelsmne.Engineering Pmj rA Pais Cnrners7nne Engineering Prol-t 0*0 ?67za a od7nr 1k gaJ,aM Rd M WA718 Wall Port Angeles LTE 2C 16:14:07 12109116 769zR Abgd nHr(r RM4m and Re NE WA718 West Port Angeles-LTE 2C 16:14:07 12109116 . . . Wa b-ok,WA 98072 Claud -- . Pksar:423.40,7-PW 000%md by W-dl-ilk.WAM?2 CtIiM D•den9411Y >:44, AT&T PCL PSanr.482 a7 z»2 AT&T PCL p 11 A F Iror lb 46 Op 77.3026. - 7,553 3177.324 361125. D 0.466 313396 76.1228 31,3596- 13.833 4509.050 1176280.Wo O.IK16 76-!2zB• 7,674 •3226.970 $71)116,000 O.11d6 28.9474 74.407 28:7474. 16,154 -7749.880 1199850,040 UJl06 74.943- 7.795 •3401.2-0 S79106AM111 0,006 264.151 7},7672 26.5351- 16.467 •7994.910 1223410.000 0.W7 75,71132- 7.916 •3456.140 388(M17.OD0 0.006 24.1228 725833 24,1228• 16.784 -6244-08,0 17A6980.0W O.OM 7 U3 3- 8.493 •2162,720 601432WD U.UO4 21.7105 70.8337 i 21.7105- 17.10! •8497.340 1270550.40 0,00771.27258]3- TP77,ga13.l11.4[4188 26.7SP 4.000 0.0 7.473 •1824500 585072.(M QN3 19.2982 70.833} 10.2982. 70.11133^ 8807 -4385540 394899.6100 O,W7 178!9 -8754.640 1241120-OW Qd07 16'866 69.5648 16.886-- 17.736 .9015,950 1317680.000 O.W7 695648• 8.140 7455920 6047258'80 0.007 144737 68.2663 6 14.4737- 18.053 -9281.210 134125QW0 0.007 - 8.272 4527990 614552.DW 0.007 12.0614 677.027.027 8 12.0614- 18.370 -9550.390 1364828.040 0.007 67.0278- 8.404 7601.630 634378.40 O.W7 9.64912 657593 9.64912- 63.7593- $536 4676.984 634"5.000 QOm 7.23684 1 O -9823.470 13993MODO 0.007 6.49U7 723684. 19.405 -10100-400 1411950.000 DM 64.4907- 6.669 -4753.890 644031.000 0807 4.82456 6}.2222 482456- 19.322 •10381.200 1435520,000 O.OD7 63.2222• 6.801 4725,760 633858.400 0.007 2.41228 61.9537 2.4 t228.0 19,619 -IO60S,70O 1459090.0110 0107 61.9537. 8.933 4806.8141 6656g4ADO QU07 60.6831 60.6852- 9,065 4889330 673511,000 0.007 - SM W 59,4167- 9,198 4973.710 683337.0110 0.007 -- Pole BendingDesign Data Al"I 58.1481• 9.330 •3039360 6931648810 0,007 - 56,8796 bkcrtan wrinn - y�e 8. qat« Rarm Al QM„ R4do 3/5 B' 9862 •5146,630 70"990.01!0 U.W7 No, AL 55.61,61 11 p 16.,71 lb�r 7bJl 164 -- 551111' 4544 -5234.K9U 712817,1)011 0.007 LI 95-9382_ 7P13.79a9.625.0.188 - - 163.832 83545.833 0.0! 0,000 83545,8 3 rl,9W 547426 93,8202- 482.886 87141.667 0.006 0.000 87141.667 0.00D 347426• 9.727 -532/,710 722643840 O.Op7 MAN 538741 9'1.6114- 907,267 90811.500 0,010 Mom 90812500 DAN 53AY741- 9,859 •5915.850 732/70,48 0.47 31 01.4605 ,8036 91A6pS. 5!,8036• 9.971 330&'290 ?/2296AP0 0.007 40.2897 2070.633 91560.000 0.022 0.000 '8560,000 0.000 S 0.337 902807- 4206.492 98383.333 0.043 0100 98383533 1).000 0.537- 10.123 •5602.04 752123.04 0,007 89.10" 49.26115 1 89.1000- 6314592 102281,M7 1)064 0.004 02281.667 OA00 47.2585.48 111255 •5696,960 761949,40 OAD7 879211 48-45,8333 IQ482 -2598.120- 778733.000 O.OlL1 87.9211• 9082.835 Ipry'230,667 0.085 OAW t(16256.667 0.000 L3 4q,dS.BJ/l Te25417-MSa4,25 48,000 O.(W VAI 13.612 -3360060 1011316.000 0.003 65.8353• 13,929 ,F156.O3U 1034880.04 OA05 66.7412 438211S6.7412- 11691A83 111)100.067 01106 0,000 667 110306, (MMMT- 85.5614 1}8211• 44.746 -ti370300 !0,58!411.900 0.000 41!1088 8556!4- 14359.333 1144)25911 0.125 GAM 11"32.500 O.ODD 84,3816 81,0086• 14561 •6588,990 IOMID.116 OW6 843816• 17088.417 118634167 0.144 O.UW 1.18634.167 QgMI 38.5965 832018 76.18 36.18)Oor5• 14,891 •6812347 ItO5S8D.6O0 0.006 83.2018• 19879,083 122912 Li 0,162 00W 122912,500 0.000 41 82.0219 36,4642• 15,198 •7040.220 1129150,0{0 0,406 82.0219• 24520.417 127265.833 1)193 9,040 127263.833 DAMMI 33.7719 33,7710• 15313 -7272870 1152719.GOl1 Q(M16 880.64(1 28551.750 131695.000 0.217 O.OW 131695.ON 0.04 G Job -- ..- tnxToh I � .Job B. - er 16.09158 9 0115 MxTewer 18.09158 p 100115 Comersrone Engtneeftng PMI*d 04110Comer3sone Engtneelvng Project DeeJ028Wawd P It,d1rd-,dRdNE WA716 West Pod Angeles-LTE 2G 16:14:0712109118 hJ9184 mitfnvitle<37edmn„O VE WA718 West Port Angeles-LTE 2G 18:14:07 92109118 Wow17m7iW,0073 980)2 CIhi11 - - 0981enod by Woodlx,4lk WA 98072- Min AT&T OOni.. Phone 923.487•!732 AT&T. Phots;425.1737-1732 �d by FAX PCG FAXPGL .kcfien E7cwrfm- .,<„_.._5i:a _..,.c.,_�....34.•4A(.•� AutM �Af„ Ad� No. 41f,,. aAnfw ".fregon� E7o,m0en.-e .Stn pf„� �• A raA m� 33f rbp r7„Q o36 p 6 p lap M lap 76� 4 K 79.6627 38.5. - - 3211819.167 424016.667 0.757 0. 424046.667 0.000 78.46 5 32645:251 136200.!00 0.240 DA" 1362DUAOQ OAM10 36.1842 78.4823 36.1842, 340AS1113) 442439.167 0.770 0.000 442439.167 -O.IKMA 7873825- 36YOIJ33 1411784,837 0361 0000 )40782.833 0,000 .33.7719 ?736 773026• 33.7719• 361139.167 461222500 0,783 0.000 461222300 0.000 41020.667 145436.667 0281 O,p00 la5436867 0.000 31,3396 76.1228 31,3396• 381669,167 480396667 0.794 OLOOO 4903%Ab'? 0,000 76.1228• 43323,667 150169.16? 0.112 0,000 130169.167 Q,WQ 28.9414 79943. 74.943- 28.9474• 412445.000 499460.833 0.805 0.000 49996.,9)3 0.000 73.7612 30031.167 134977,500 0325 0,000 154477 ioD 0.000 265351 73.7611- 265351• 421463.833 319913,833 0.814 0.oDD 519915.833 0.000 55713,750 159860.833 0.349 0.000 159860.833 0.000 20.1228 725813 7 24.12211- 4447273.333M0260.833 0.82) 0.000 540260,833 0,000,0,000,700.8,3].1033• 392)2.7300 167143.0011 0.205 0.000 1672/3.1KM1 0.0000 21.7145 L2 725871• TP77.8x03.11340.199 31fi736A 17 IS8210A0110 42(MI 0.000 158210.000 0.000 - 21.7105- 4662307300 560996.667 0.831 0.000 560996.667 0.000 70V33 -- 19,2982 70.8133. 19.2912- 487969.167 58211)313 0.838 0.000 582123.333 0.000 7410573167 163606.667 0.453 0.000 163606.667 0.000 16886 69.3648 - 0.0 603640.000 0,845 0.DDD 60 16.886- 509943,733 601640.00110,(M 69.3648- 82111.587 169000.167 0186 0.000 169184,167 0.000 ]14737 682961 68.2963• 14.4737- 532150.833 623547300 0.851 0.000 613347500 4000 90!84.167 ]74671.667 0.5ifi 0.060 174677.667 0.000 IL0614 67.0278 12,0614 55458 • 8,13) 647843,831 0.836 0,020 617845.833 QOOD 67,0178• 98322.500 IA0340,OD0 0.543 0,000 18640.0011 0,009 4.64912 65.7393 63,7591. 106327500 186099.167 0.3172 Osm 086167 07300 9.64912• 577234.167 670534,167 0.861 0") 6711534.167 0.4110 64AM 0039. 7123684 6473907• 114799.167 19 3.23604. 62014$1;011 693613..133 0.663 am) 693613.333 omo 1308333 0,598 O.tllNl 191948.333 0. 4,82456 &7333.31 4.82456- 621360.833 7170USUD 0.869 0.000 717082.SU0 0000 63:2122• 123.111.667 (97868.133 0.623 0.000 197686,733 0.01731 2.41228 61.9337 2,47278.0 606596.667 740942,54 0.873 0.000 741042400 0.000 611.03 2• 132145,000 113918:333 0.649 0.000 2039IU33 m 6D.6860.6852- 141446667 210039.167 0.673 0.000 210039.167 O.D00 59A167 $9,4761• 150616.667 216250,831 0.6% 8.40 216250.833 0,000 38.1411! Pole Sheer Design Data 58.1481. 1598557300 222332.500 0,718 (Loon, 227552.300 DAM 56.11796 Spefiprl P.7iwtArn ,i;v a 4Y, RpfM Aenm pT, - - .F4Mo - 56.8796• 164161,667 228943-Vet) 0.739 0(410 228943.000 0(00 No. - at T J' 5.6111 V A A T 53.6111• 178337.500 235418173 0.738 OlA2 235428.31; 3,8102, TP11,7949.625a.188 U?A16 215134.04M1 0.001 0,(00 -167195. 3 0.000 M !b 123 rb 54.3426 0'000 LI 93. 34,3426- 187982510 242121.667 0.777 0.000 242001.657 0.000 9).8202- 193k" 217629.0(0 0.001 0,000 174493,833 0.000 53.0741 926414 53.0741- 197497.500 248665.833 0.7W 0.000 249{65.833 0.000 97.6404- 433AIS 112124.000 CUMOA00 181847,500 0.000 51.8036 91.4605 31.6056• 207081,667 255420.833 0.811. QO4 2!3410.833 (LOp0 91.4606• 1786221 216620.000 0008 0.001 18935L667 0,000 $0.537 90.2807 - 30.537- 21673SAW 262265.813 0.826 0.000 262265.&13 OADO %2807. 1815280 231115.000 0.008 0.001 197126,667 (Loon 49.2683 89.1009 492685.48 226460,000 ZM2OIA67 0,841 0.000 269201.667 Ow 8911009- ML07D 235610.000 0.009 Oml 209814.167 0000 48-45.8333 108948.333 281256.667 0.387 0.000 281256,667 0.000 87.9211 U 48-•45.8373 TP2507.045s0.23 134320.000 354380.000 0379 U.000 354380.DW 0.000 87.9211- 2186.230 240103OM 0.009 0.001 211772500 0.000 45.3333- 2622707300 371210.633 0.701 0.000 371210833 O.WD 867412 43,4211 86.7412- 2236.980 244601ADD 0.009 0.001 22090.333 0.000 43.4211• 281532-%D 388432500 0.725 0.000 388432.500 0.000 83,5614 41.0088 855614• 2268.330 249096.40 0.009 0.001 229145.000 0.000 414088• 301052500 406044.167 0.741 4.000 40WM4.167 0.000 843816 38,5963 8438!6- 7340290 I)DS91000 OAV" 0.001 237559.1117 0.000 83.2018 47 job W Tower 18-09168 11 of 18 tnxTower Ire 1&09158 120116 Comerarnne 6ngMeer6rg Pn*d sale Cornerstone 8nginerrJng pr°„44 Date Abad 16929 irwdk•Red-.d Rd 1,VF, WA718 West Port Angeles•LTE 2C 18:14:07 12109/18 16918 Nwr6'/n�iila-?9ft-md Rd AE WA718 West Poll Angeles-LTE 2C 16:14:07 12/Og/18 NprdirwtlM IFA 98973 CIM141 - - 0121WNd by -- Nh�dim1119,N4 9072 OWt 00911094 by FlmrK.413.487.1731 AT&T P m:423-487-17J2 Fes' PGL FIM AT&T PCL Nn. I- v T .pT.. ••Rgito� Barton EICtwLnp�� ,Ptx ,cru.!-• "py,-..•.-•,•Ratm� denml-•-,•,0,7; Rauq•• f IL la V !MJ! lGfl T ft !6 Ib 9Y mo 81.2018-- - 2392,859 258086 0 0.009 .001 246125,00-10 -4,DOD 43.4211 • ^•'• 82.0219 434211• 8717,600 529222,000 0.015 0.033 777815.09 01011 92.0219: 3372690 262582400 11413 U.U13 151842,5947 0.WO 41.0088 80.8421 41.0038- 81(4.820 541005,000 11.015 0.03) 813081.667 I.00O W19421. 3445.36D 267077.000 0.013 .0.013 26)711.667 %OD0 79,6623 78.5965 79.6623- 1498,450 271572.000 0.013 RUL) 2727/2300 U.OW 39.5965. 8271.03D S52789.W0 0.015 0.033 84913)1311 0.09D 78.4825 36.1942 7 36.1842• 8376,250 564573.0110 AOIS 0.0.14 885958.333 600.7 77.30.26 7 - 1531.960 276067,4U0 0,013 0,013 281905,00 0,000 13.7719 302 )3.7719- 8490.480 SWAM 0.OIS 0.034 923S75,O00 0.000 77,025• 160.5,920 280553.000 0.013 0.017 241230.000 0.400 7a.i2Ttl 31,1596 )1:3596• 8583.720 38.1140.1410 0.015 0.034 961966.667 O.WO 76.1228- 36601241 28415&000 MI3 O.OIi 300703.813 O.OW 28.9474 4.943 28.9474• 8685,990 597924.000 0.014 0,034 1001141,667 0.000 71.943• 4453130 E89353.000 7015 0.016 ,110331,3)3 0.000 26.S351 71,76]2 73.7 265351• 8787.290 fil17D7.MO 0,014 0.034 10411W,000 0.000 h12. 4508100 294048.000 0.015 0.016 320113,711 atm 24.1228 77,5833 7 24.1228• 8881,620 62349LW0 0,014 0.0,34 1081841.667 0,000 2.3833. 2642.1}0 7087116.000 0,009 0,011 311898.3]3 0.000 21.1105 90.8.1]7 L2 7 21.7105, 8986.080 635275.om 0,014 4.0.14 11211OA67 0.48111 2,1811. 7P17.Ba11,I11a11,I8B 2934641) '292316.944 x010 O.M. 3168.14.6.67 0,(881 10.298$ 711,8113 79 19,2992• 9085,370 (7059 on 0,014 0.034 11(5666.667 0.000 8.1}1 72 - 401.494 297444:000 0.021 0.007 327513,333 DA* 16.886 69,5(48 I6.fl86• 9162.800 6S}842AW 0.014 O.W4 1248758.113 UAW 69,5648• 6.143.130 )02.163,000 0.021 0.003 3386W,833 0.Wo 14.4737 69.2763 14.4737- 9279.270 a70426A00 0.014 0,034 125267„000 0.000 68.2963• 6395.810 3072763X11 U21 O4( 149770.833 moo 12(1611 57,03 69.0278 124614- 9174.760 682410.000 OA14 0.034 1297275AW 0.000 78• 644&59U 3121893X97 0421 0.11( 761120.973 7000 9.64912 65,754) F 9,(4912• 0469.;40 094193.ODO 0.014 U,14 1342709.333 7000 64.4504.4907- 6501,450 117102,00 0.021 O.0( 372652500 44000 7,23684 7.23684- 9562.800 703977,0(0) 0.014 11.034 1388925.00 7000 64,4907- 6554.420 122146400 O,OIII 9,00.1 3847.65.831 049 4.82456 63.2212 6. 4.82456- 9655.450 717761,000 0.011 0.034 143$916,667 OMO 7102.540 126929.000 0,022 0430 1%764000 O.iXXI 2.41228 611,93)7,9)37 4,013 0. 2.41228.0 4747.070 729544.018/ 6.94 1493700.000 OOM 61.9537• 7136454 3319M12,000 0.022 0,0.10 408315.X33 U4W 60.69.41 _ 60.(x952. 721OA90 336755.09 0.021 0.031 420592500 0.000 - - 59,4167 59.416 1- 7 5&14264.650 141669.09 0.021 0.031 431010:813 O.Uuo 59.1481- 7318.980 34 SL000 0,021 0.031 "wo,000 aepo - Pole Interaction D®ei n Data -- 501;Y6 _ 56.8-196- 7373,470 351493.Wo 7021 0132 451450.835 O.00D -- 55.6111 Ulf- Akwi R4rm A4110 Rad. Rai. R.o C-A Alk-, Cic,i1 55.6111- rn 7428,150 35610&WO 0.021 O.D32 471432300 060DO H, P 2f„ 3L, V T. ,Crier.. Strew A3426 - pOP. dy- 4r V T W, R.N. 541426- 7483.020 161722.000 0.021 0,032 484595,033 mom LI 93.93.8202 oA01 0,092 U.WU 0.001 O.WO O,OD3 Lam 4,82 53.0761 0/31. 53.0741• 75,18.110 366235.000 0.021 0-A13 491440.1X10 0.000 93.8202- O.WI 0.006 U,Wl1 OA01 U.U9 0,007 1.000 SU36 92.64( ✓ 4,82✓ SLRUSfi• 759)410 371!4&000 2420 O.U13 511465,873 0.(10(1 92.6401• 0.002 0.010 0.000 0.002 0.000 13012 1.00(1 52377 91.460} ✓ 4.8.2 50.537• 798.950 37fA61,W0 2020 0,33 523173.333 O.OW 49.2683 91.4605- 0,003 0.022 O,om 0110-18 MOD 0.003 LOW 1/ 49.2695-dA 7704.730 38097549 0= 0.033 519060,833 0.000Z2807 ✓ 4,8,2 48-45.9.111 3540.890 184971.00 0.009 0.015 561201.667 a90 90,2807- OM3 0.00.1 CLOW OA08 0.000 0,(5 LOW L1 49.45.8131 7P25.17,043 U.25 4290.490 505654AV Ron ovis 709627300 0.09 87.1009 ✓ 4.8.1✓ 43.9735- 7949,360 SIMIAN 0.015 0.031 74333049 0.09 89.1009- (004 0.061 0.000 0.009 O.01jI AU69 .000 4.9.2✓ 4 tnxTpwer Job 16.09158 Paga 13 of 15 MXTOlver Job 1889158 Paps 14 of i6 COrneMone Bngfneerhtg P1O1°d Data Proleyy 21 18 waodfm•It!c-Rcdxand Ra N'& WA?18 West Port Angeles-LTE 2C 16:14:07 M12/09/78 Cornerstone SngJneeditS Amo ff i WA 14828WoMWvrla-Radaa�n4RdNR WA718 West Pott Angeles-LTE 2C 16:14:07 12/09/16 /9ianr..423 nw 1J.-48i-1732 9R071 CIIOM - Dsslamd by W-P-dtr,WA 98077 CUMI PAX AT&T PCL PAarre!41S-1Ri-1732 AT&T Dsslt4nod try .. F".. AT&T Srrekm F/mmnan im. (t do Rahn Rurio Ra4a - Ce.mA�Atlp,q,-�^t.vcno�� $rennM Elauortnn '-Balm Raib'^ Rada- Rnl10 Rama -Comb. Altmv G}ia-.;,� An P. M 101. Y, T, Srmxr Snrsr Na- P. M., M„ Y,. 7; St- Snrrs R .b � Y T Ra:y Rano ✓t H v, 1, Roeia Rarto 87.9211 - - - ✓ - - 1G8996 _ Of. . $7,9211- O-PM 0-185 O,18q 0.609 0.000 0.090 1.0111 54$794. 0.007 0.739 0.666 0.021 0.101 0.747 LOOD 4,0.,2✓ $6.7412 ✓ 4,81✓ 55,6111 95362• 0.004 0.104 0.000 0.009 1.000 0.110 1,000 55.6111. 0.077 0,75tl O4D0 0.021 0811X1 1.T✓66 LOW 1,$,0.✓ 6.7412 4.8.2 $4,3426 a4anli I1.tNN 0.x25 0.000 &009 0.000 U�0 1.1NP 4.83✓ 543416• 0.007 0.777 O.Op) 0.021 0.004 0v5 LOfq _ ✓ $3.0741 8.83✓ N32O P 0.004 0,144 ADW O.OD9 0.000 01148 LOW 4.0.2�I 5,1,078 K 0.077 0.794 0.4110 U.021 01000 0.802 Lm 4.9,2✓ $3219- 0,004 01162 0,401 6.109 0.000 A� 1.000 4.$$1/ 51.8,037•010X17 9,911 0.000 0.020 0.000 0. 9 Law4.10,2✓ 62,1219- 0.0% 0.193 0.000 0413 0.000 (X199 1900 V,81.6421 ✓ 481.2✓ 45 5 0.007 O,a24 O.O6U x020 0.40)0 M4 LOW 4,0.2✓ 80.8421. 006 x217 1.U0f1 0.013 0,000 0123 LOOD 4.83 V 49.2685.48 OA67 0.541 QOM 0.020 6.610.1 0.894 I,OOD 79.4623 4.&2✓ 78.4 3. 0.O(Ma 0,140 0.DOO 0.013. 0.000 0.246 1.0010 0,587 DIM 0,009 0.060 0391 LOM 18.4$23 ✓ 4.8.2✓ 48.45,9539 '0.113 4.&2✓ 7&4625- P.ttll6 O.z61 0AP0 6415 1.0110 0267 I.O(ID 77.5626 ✓ 41.2✓ L3 46.45.8533 0886$ 0079 0,400 0.00$ 0.DUO (X82 1.000 0.$,2✓ 771122• 0.006 0.282 0.000 0.0)3 01000 01268 4.000 45.63:13• OAXXi 0,707 0.(00 0.015 O,tgl) 0.715 LOOD 72.122- ✓ 4.5.2✓ 43.4211 4.8,2✓ 76.1220- 4806 1.302 0.0011 0.013 0.000 0.304 1.000 4.9.1✓ 43A211. 0.006 0�7zs O40p /1415 OA00 OMI I,00U ✓ 410008 C8.274.943- ✓ 0.716x.• 0.325 U.W1 9.PIS O.GOD 0)92 I.OGO ✓ 73.:'612 ✓ 4.8.0.✓ 38 f• 1.0116 0.741 0.01-) O.4I5 0,001 0.748 1.000 4.8.0.✓ 73.702. 0006 0149 0.100 6.015 0A1QP 0.353 LAiO 72,583) 4.8.2✓ 3@.5965- 0405 0.757 0" a01S I,Om O.(Y.W 0.763 Lam ✓ 36.1842 4,8.2 0.2 ✓ 72.58.19- P.0(M 0315 0.000 0.009 01" 08 4,0,2✓ 3 ✓ 6.1842- 0406 0.770 110X10 0.01$ 11.1!(0 Ove 1.000 70.833, to" L2 7;3933- 0.(-13 0.20D allDD 0.014 9.000 0.204 LOOD 93.7719 6e4.8,1✓ 76.8333 ✓ 4.8.2✓ 312596 0.006 0.783 0.000 0.015 A") 0.11% LWO 4.82✓ "10.$333• 0207 OA53 O-OM 0.021 0.000 OA01 I.DDO 4,52✓ 31.3596. 0.000 6,794 U.00II 610!3 0.601 0v9 0 1 I.IIIXI 69S44N v 28.9474 ✓ 4.83✓ 69,5648• 44)00 04R6 AMO 0.021 01ODU OA93 i.0N1 28.9/74- 0,006 0.805 0.000 0414 O.UIXI 0.812 I.OQG 6$.2963 4.8,2✓ ✓ 25.5351 ✓ /,&a✓ 67,0278 a0o7 0'316 P.MO 1,611 -ODD 0324 14DO 4,8.2✓ 26,5331- OA07 0.814 0.000 0.014 (LOCO U.821 1.nn ✓ 24.1229 4,8.2✓ 67.1279- 0.4X)7 0.545 O.OM 0,021 O.MA1 0.553 L00p ✓ 65.7593 483✓ 24.1228- 0,00'7 0.823 O.00D 0414 0.000 0.830 1.000 ✓ 21.7184 4.81✓ 65.7$95. 4.tXq 14572 O.P06 0.021 0.000 0.580 1.000 ✓ 64,4907 4.82✓ 21.7103. 0.1107 0.871 0.000 0.114 0.000 01-11 LAOD ✓ 19.2982 - 4.81✓ fd.d907. 01007 0398 (Lw1 1.020 0.000 0.606 IAOD ✓ 63.2222 4.80.✓ 192982- 140'7 0.838 0.000 0.014 1.000 0945 1.680 63,2222- 0.007 0.221 0. ✓ 16.895 ✓ 4,8.2✓ 61.9537 000 0.022 0.000 O.Ctll 1.000 4.8.2✓ 1&Ba6• 0.0117 0345 48000 0.014 O.00D 0.$52 LOW ✓ 14.4737 ✓ 4,8.2✓ 41,9107- 0.7X71 OA49 0.000 0.022 0.000 0.6.57 1.000 4A2 V, 14,4737- 6417 alfSl O.MO OA14 U.00D 0.858 L000 60.6852 ✓ 12.0614 ✓ 4.&2✓ 59.412. 0.007 0.673 O.QOO 0.021 0.0(n 0.481 1,000 12.0614. 0.007 0.856 0.ObJ 0.014 0.000 0.861 1800 59,4167 V, 491✓ 9.64912 ✓ 4.82✓ $8.167. 9.1777) 0.696 O.M10 OMI 0,000 p�a 1.000 4.83✓ 9 961824 0.0(17 U.861 0,000 0,414 0.000 0.869 1.000 38.1481 4,8.2✓ 38.1481. 1.007 (X71tl 0.660 0.021 0.044 0,724 1.000 4.8.2 1/ 7.0..1684• 0.007 0.865 0,000 (1014 1,11011 0,873 1404 4,8,2✓ tnxTower Job - - . . - - - P,p.. 18-09168 15 of 15 Cornerstone Englneerblg Prol"t - ... D40 1699ly—A Ilk-Aad—dRrNE WA718 West Port Angeles-LTE 2C 16:14:07 12!09118 W-;RmJlle-{YA 98032 Cllufr - - - 0*00bed by - PA—423.487.17J2 AT&T FAX PCL Santidi dMur{nn� Rorb -Raiin r Ruib-- Rarir��Rrrtk, �.C«mh,`•�AfMia� �• 14, Y T �Qlecrta soul Sbrav P M OP, T Redo Ratio 1.82456- 0,01?7 0.869 609D 0.013 O.l100 0177 I'llm 4.8,2 M� z.4tta9 2 ✓ Alnll-o 0.001 IL973 0.%01 OAU O.WO 01660 1.000 4.81✓ Section caeacity Table Sec bn Elruonmi N c 7 Stu Cdrkat P Na A 74pa A1falrnt 16 lb C—,m v Fats LI 95-70.91J5 Pete !.79x9.623x0.IgN I -3456,140 3 9091AR10 35.5 'PnBr L2 70,8133• Polo TP17,Nx13.113a4.188 2 -16969611 701949.0W 84.9 Pass 45.8333 L) 4SA333-0 Polo TP25AMOUX0,25 3 .10665.700 IASOM,00 88.0 Par 0 Storownry P61.(Q) 98.0 Paw Ben,Pl411 789 Pau RATLNG- 18. Paw Ptopmn VMim 7.DS.1-ZW2016 FilmZ•JAUT/201d16-09158 WA6719 W1*1 Pon A--dCs LTE 2QTJI9io-1-9,6rTna•CIAVA718 West Pan AW14- R �RL• project by sheet no. 555 CORNSasIroNe nate E N r3 S N E E.•R I N 6. INC.� CEI job/1Q.� diemchecked date ca ` "d`.S�`Z."•f (J CL2�. .i�`�'�i� `{L��-�3 � 'mea �,�tl�`"t�z�✓�i.f�"�`E� ►tet�•� � �� - x Cz} t� � - ��s �-� �t�'�..+ V Q.'j�'.."=�•.Ir'�... ..�^'�sr.1,�„�, �../�c(�,�,�j J ("rLt�v1?�''C"�...�..,t5 •�"��Y•,1` t'r r k^'.,, 2jG�O t�s-Zc Project: WA6718 West Port Angeles Date: December 14,2016 Client: AT&T Prepared By: PCL CEI No:: 16-09158 Page: .r> Attachment 2 Seismic Analysis 16928 Woodinville-Redmond Rd NI E,Suite 210 _ Woodinville,WA 98072 Phone:(425)487-1732 E 14 G I N E E R 4 N i N C. Silo Name: WA6718 West Port Angeles She Name:WA6718 West Port Angeles CprZfVEFi6tpfV16 Client: AT&T CEI No.:18-09158 �p�,�rapv's^anrc CUM! 810 1CEl No.:16-09158 B PCL 11219120116 ft ;PCL 12!912016 ® 6ub ect: Lateral Load Seismic Calculation for Monopoles 8uh 4ct: Lateral Load Seismic Calculation for Monopoles _ Seismic Load Calculation for Monopole Seismic Load Calcu,llgRD for Monopoles Kant.) (Reference: IBC 2015,Sec.1613&ANSI(f1A-222.0,Sec.2-7,USGS Earthquake Ground Motion Parameters) LATERAL SEISWJQ EgRCE TABLE 8e11mto We, 0:2s Spectral Response Acceleration,She Class B,S, = 1.649 (2015 IOC,Figure 1613.3.1(1)) Tower see lon Wd-m of e o c s Toto$wt,w, Towl wi-sea 1.Os Spectral Res 1 = ( secaon,z(6) (me) wt,we'(Ins) p pones Acceleration,Site Class B,9 0.627 2015180,Figure 1613.3.1(2)) L1 8292 1.4399 0:3635 0.4740 0.6003 2624 2052 Site Class 0 (2015 iBC,1613,3.2) Site Coefficient per S.&Site Class,Fp 1.00 (2015160,Table 1813.3.3(1)) 59.21 0.7341 0,0987 0.0370 -0.2694 1259 419 L3 24.00 0.1205 0.0699 0.0343 0.2895 3374 642 Site Coefficient per S,&Site Class,F,. = 1.50 (2015 IBC,Table 1813.3.3(2)) Sas=F.S. - 1.649 (2016 IBC,Eq 16,37) Say_.FS, = 0.941 (2015 IBC,Eq 16,38) TOTALS: 72 113 Sos=213 Seas 1.033 (2015 IBC,Eq 18.-39) SDI=213 Sm, = 0.627 (2015 IBC,Eq 16.40) load par Section --etion or waft at each sodbn Tower section Miall of F.z Obs) F,-o(Itis) TF.(P-) (EZANSI(TIA-222.6.Section 2.7,11.2-S n upitMino Pole Structures) eetio en,z(ft) Modulus of elasticity of structure material,E = 29000.00 ksl L1 1 82.92 los0 < 2662 1050 2662 Moment of inertia at top of structure,1., _ 63.20 In' L2 59.21 -229 < 5042 824 c 7704 Moment of inertia at base of structure,Is., = 1519.68 In' L3 24.00 661 < 2043 1476 < 9747 (Imp*II J2(in'):4o$ = 791.64 in' Weight of discrete appurt.in the top 113 of struct.,W. = 2.97 kips Total weight of the structure Including appurt.,W, = 1022 kips TOTALS: 1476 c 9747 W,-W,,,WL = 7.26 kips 'APprmdmated from WIWI Global Mast Shear Diagram Height of pole structure,L = 1140.00 in h 96 ft Acceleration due to gravity,9 = 38640 inls° Fundamental frequency of structure,f, 0.31 hlz SEISMIC VS WIND (BE ANSIfrW222•G_.-Sec_tioo„?,e 6.11 90.00 Importance factor,I. = 1.00 ANSWIA•2224 Table 2.3 80.00 - Response modification coefficient,R = 1.50 For Monopoles 70,00 Design spectral response acceteratlon,$4 0.20 960'00 90:00 Equivalent Modal Coaffic"L a = 1,89(dhe 40,00 �vtee Equivalent Modal Coefficient b = 26A(zfhe•44.5(zihe+27.0(I M)°•8.14(rih)l+1.22(alh) 30.00 osawn c Equivalent Modal Coefficient,c = 4.48(z!h)°•7.18(z1h)1+8.41(z!h)s-329(z(h)°+0.64(r.Jh) 12000 0 00 f S,)°+b(so.), 0:00 Acceleration c0effiCienl at height 2,$a = a(r1� 0 5000 10000 15000 I($X+c(Saef 3112 Shear Force(lbs) Lateral seismic force at height z,F„ SATW R WINO GOVERNS LATERAL LOA017rG 18028 Woodev®efledmond R4 Ne.0210 - .18928 Woodin Alo-Rodmond Rd NE,r7210 W'oodNvsle.WA 98DY2 Tel:(425)487.1782 Waodl;wille,WA 98072 Tel:(426)487-1732 S"* USGS Design Maps Summary Report User-Specified Input Report Title West Port Angeles Thu December 8,2016 18:44:41 UTC Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 48.124080N, 123.46217°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III PART ELES L.,4EREth vA AN6s PFS Eft V!1 i FO N #„C6�t S 'N&LIAAIIt L ,P cart An ge le s lh17 A1a-:V7 USGS-Provided Output SS = 1.549 g S"5 = 1.549 g S,, = 1.032 g S, = 0.627 g S,, = 0.940 g Sp, = 0.627 g For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP"building code reference document. MCE„Response Spectrum Design Response Spectrum ] 76 1 60 1.10 1.2>i o se 1 12 0.77 a 016 066- X 0.2o H 055 0.64 0.44 0 48 0.33 0.32 0.22 019- 011 0.000.00P. 0. F. 0 00 0 20 0.40 0.60 0.20 1 00 1 20 1.40 1.60 1.60 2.00 0.00 0 20 0 40 0.60 0.20 1.00 1.20 1.40 1 60 1.20 2,00 Period, T(sec) Period, T(sec) Although this Information is a product of the U.S.Geological Survey,we provide no warranty,expressed or implied,as to the accuracy of the data contained therein.This tool is not a substitute for technical subject-matter knowledge. Project: WA6718 West Port Angeles Dater December 14,201.6 Client: AT&T Prepared By: PCI. CFI No.. 16-09158 Page: Attachment 3 Reference Documents 16928 Woodinville-Redrnond Rd NE,Suite 210 Woodinville,WA 98072 CpRtVE�SYOfVE Phone:(425)487-1732C N 0 1 w E E.i7 9 N G. i N C. �Wl�4ARK PAUL J, FORE? AND COMPANI INFRASTRUCTURE 80LUTIONS STRUCTURAL ENGINEER! N E W M^R K PAUL J. FORD AND COMPANY IO2 SENTRY ORIYE MAV5BI n TX 76063 '50 East Arpad Speer,Suite 590,Calumbas,Chill 432)'. INFRASTRUCTURE SOLUTIONS ��STRUCTURAL ENGINEERS 1a00772427±67a,;ra{77 aY3.1 asa �m•w,rlewmq+k;sam ta14,221.657N ts.:tStal a4e.4fq! www,PlEweaatxl 102 SENMY DRIVE MANSFIELD,TX 76063 230 E09 81W Speet,Suite 500,Cdumbu7,Osl1D 43215 560017273.2726 Fa:mt71473.14SA www,ncwm3tLnm i654)221�657a 1`"1fA14)449A1Q5 www.PlFweb,— 2 -OD49 LATE A A O A 9825' 'CROSS tIA15 RKT Desig Nc. 185 taal: Y a! q - -nt,? Y R� -- DO:e 04-2a-2003 rmee -e neva in.: 2 °Sri---- IRC,. Na. P.-ADattaaL WA-- -tio, dt PVT 17e:lyn ilD. pJ-185 me S N LE IU _ Ot.al ora o 0' - a �nk,c y Dote 04-28-1003 i ole .e 2.82 Y (,+T Rev, no. Rm. '-we -S P gy.P• Owner WI L> K Mie` WA-?AE-2-'6 RT-It N 'S-. µA KE. A e1.lit la; _ eaign 0 MP 4 .e,{ - IC _ wnet :NCU I t - ACCORDIKC TO mA elA- 22-F 7996 DI, No. - -- W?7 .562 E77.G5) a0iyn N a 1 RA tq[I eT•QSBx KIPS) $ .. - _ Al',COR014C t0 57A-222-F 1996 C E t 1p0i Rim NO ICE - 9!•-a' CASE 2177 MPM WI7N 1/2'RADIAL-ICE REDUCE_p IpITNWICE CA 9f ! 50 MPH WISH N@ L^E' PERAT Oka WIN o SOD s Ae: L no t.'eel: a 05M i za,-D' �•Spua u0mm AncIwt 110• 1 0 M : '- r/ AAlz N 1 * 0.80' 586 ASTBE A6t*CRA--- 0{Slpy•71,00' 1Yi xl.ta' BOLT CIRCLE eld9 RI-A4SEayNS Y9Ud1 // \\ 25,0000" R gS!f/1M0'X 2V6'& +- a,Op 1E (3)77'X 12'R!'FMa WTENNOM am IRI-4UC*�dt � gC \ ACROSS FLATS72M (4)SI jCH A - 72.00 Y-!'NDUNT ARY t' - 7o W (x)supuY.L crR6 R'" 7pW x-9'TAM6Y1 Arm !; �' 10,E STEP WIT$rIAL IIE9NT I71est 9'-6,0904E OBE Ptak - ... i 1 r SPL ANlp1i4-pEEa LM ItKWwsaE 4t aou. // / 16.0000-0 1.0, WINICE LENCTN �, ..76.45' %JG OCN•26,011' � ` /1 1145 2B,BLI' X_ .r •�^_ �'/'Y// All '-7 M'•2,680 ltiFhJ car at l R?SALipn LOlorol (away) BASE PLATE --DETAIL I Etn•mton 0#flacu0n (ewoY) OeRCcliOn (InCNe9) (eegnap) (inches (8n0Y) R' x 1 ) (ae4 7 4 7 PI EXTERIOR POLE SHAFT Zf Oy_� INTERIOR 'l A T N O POLE SHAFT 1/4" CK SntiDn P LOP Oiameter AcTass Flats O()CsE Shp Length MCI,-ss S •re Fncneo leet n, in. o Bo tom BASE PLATE 1�4'• I 24,17 - 0.1875 2 26.75 0.187 21.00 8625 13.72) ~ 3 48.Im O.i990 26.00 1].955 17.595 i t 6.853 25.000 - *'fl:6NOTE: DIMENSIONS SMOwN 00 NOT INCLUOE GAL-kn71N1:TOLERWCiS I 2.2500- u -- �`-R 3 1/1'K D7,2yO• t745£�'�iCEIONS EOR FOONIM DSi1GN i RlL4 2.23'#ANCItdR 00L74 E9taLY SpA:aO ON l2.00O'O.C,a7S11 WIN,Y_0• MOMENT o 559 It-N Pt _ 'FS C O l M IK10 pipIlVer NSIT!A rE KW RATE 0 00f,) SHEAR. 9 hot SECTIO N lA-A ttdREN ANg4)R Na1S 70.t7.sE SNUS f�Ht C0N0100N. AXIAL n 0 Wp9 2 'rcao>a 77,078 - .c t :1IxoINF AS W/�1 A R t< PAUL J. FORD AND COMPANY A F2 K �� COMPANY INFKAS•TRUCTURE SOLUTIONS N EiNM 73TRUCTUPAL ENGINEERS 4PAUL J. FORD A{41D f075ftY ORM ANNSRELO,TX 1t>aSJ INFRASTRUCTURE SOLUTIONS xaaclu6.0066�1 S/N60A e.evaDMrrslr STRUCTURAL ENGINEERS ot Ruhr rev tarn+rural.manr�..i..cum T02 SFMRY ORtVE ATMI6FIELQ,TX 1506) (61!)-7I1-6679 FAk(bt})-211-2310 PDN 95'MONOPOLETADIUM UGHT Pg. 3 Of 4 '_ `rxcW1n473,1aTr....,,iw ,b 759 GP4 Eva 61m1 SiN y69, LuLmbxA IHb Duty (D.11_�1.¢579 fAa l6tl1-471-4y10 PDID 95'MON ^,�OPOLE/5iAD1UM LICHT 4 LasvUa PORT AnC'-LES,WA By R p6I9 _M-28-2003 - PO5° �_Of 4 ' 511. WA-716-2 SHANE PARK we"..Na. 03-166 xw mo. 0Q 323-Op4Q PORI ANGELES, WA BT TT Doll D4-T6-2003 Ats WA-7f 8-2 SHANE-V—., LINGULAR WIRELESS RlvW-tb, V.I. - Nesino.L No 03-16$ xao Na. 3200]-0040 O.nar LINGULAR WIRELESS Rc.;pon Na. Date _ pav4, tOG MPH/07 ngt MRM♦ 5/2' RADIAL ICF Dlolgn 100 MPH/87 MPH r t Accuding to TIA/EIA-224-f 1995 - /2" RADIAL ICE- Accardinp to ilA/ETA-422-F POLE SHAFT v-ANCHOR BOLTS 1906 DOUBLE HEAVY BASE a HEX NUTS W/1FASHER a' LEYEUN//C S`CAP CLR 5 MUA571EA .��, ((iRbi 6v)RCY7SA) e 2 4T]8' A4 TI IT MAY dE NECESSARY -' j CrJt}~'D'f71T' (m) , REDAG'US7 YCRTICAL ALLOW IN RA FOR SPACE FOR - auRrEO coNDlgYs �� (29)ie FIN CRAVE-J ^'; "- }tp: YLRT Rz'0AR — •`„ •>t� TO CONCRETE _ (2)ADO"p4 —�PULL BOX TIES IN SOP y' - OF CAISSON, �( ONDUITS - ii R+.2�OlT�IY• (4)6'0 CONDUITS (17)04 TIES-0— W Qt f 4 C/C FROM (4)ANCHOR TDP' BOLTS ON HEAYT HEX NUTS T-rMPLAIE /J 5'-O'f CAISSON FOUNDATION �� u4i=A4i Oi� w ry 6M6r6R I, AL1.CONCRETE SHALL HAVE A 6. CONTRACTOR SHALL READ THE MINIMUM COMPRESSIVE STRENGTH.- OF CEOTECHNICAL REPORT AND r 3000 PSI AT 28 DAYS, GEOTECHNICAL CONSULT TTl, l ENGINEER AS NECESSARY r 2. REINFORCING STEEL SHALL CONFORM PRIOR T 0 CONSTRUCTION. TO THE REQUIREMENTS Of ASTM A-615 7. IT IS THE FOUNDATION CCNTRACTOR'S .] (GRACE 60)EXCEPT THAT CAISSON TIES RESPONSIBILITY TO DETERMINE THE MEANS MAY Of ASTM A-6i5(GRACE 40), AND METHOD OF CAISSON EX ALF 3. SEE P.F POLE&BASE PLATE CONSTRUCTION, f DRAWINGS PAGES i h 2 FOR ANCHOR B. THE FOUNDATIONWAS 4REMAINING¢1 BOLT SPECS, THE FOLLOWINOSERVSCE LS•IF,S O R' (2Q)-,Tg MOMENT: 590 FT-KTP1RRTTCAL REtNfORCINO 4. TOTAL CONCRETE 19 CU81C SHEAR: 9 KIPB C/G FULL HEIGHT YARDS A%IAL• 6 KIPS 5. FOUNDATION OFSIGN IS BASEDi.,"s.:'Yjq / UPON T PREPARED : LSI ADAPT '�►4i' . u 5£E PAGE 4 FOR REPORT PREPARED 8Y; l51 ADAPT t. FOV DESIGN REPORT NO, WA02-7000 '• NOTES DATEDO6-2opy { ! "�""'• R StiA.Y CAISSON FOUNDATION -aj r 7 FJF�Pale (tm) - Monopole Daaxgn Program Windows Version 3.04.0000 Mon Apr 20, 2003 - 5:34:28 an j --_9(c�-1fl93�to 2000 PAUL J. FORD AND COMPANY, Columbus, Ohio "Ob NO..---,._ 32003-0048 ___-__ ------------------Nos 03----- - -- - ..___.,--------------- Dsseription 95, Monopoly/Stadis� Light - Pore An9olea, WA .. Engin%at ; RKT DaPign..... 100 mph/57 mph • 1/2^ Radial Ice WA-716-2 Wost Port Ang.laa Own9r...... Cingular Wirelgps NewmOrk 7::nternatienal, no, Client:Stocus9s=, :----------------- Bnginoaring Final Design CClient:n; - ----- -- - Rev, Date i -...,....__„_-__---„-_----O F C U A R - -- 5' T C A 1 6 S A N N D E 5 I 6 N DiQaator (It) ..,.,: 5, 0 -__....._-..._-..:.....__. -,,.. 0 Bompreepi ors (kips): 6,00 friction S,F „ Min. Depth (ft) 20.00 Horifootal (kip!) 9.00 Lateral S.F 2.00 Depth Used (f t) .. 20.00 Vplift (kips) ••-•--; 3.00 Concrete 8, Reber Area (in^2) ., 35.80 Moment (Ft-kips) 550,0 Concrete F,o ......f 1.30 Reber Used . 120)#8 }1113 CaAeaion (it): (Pail : 30DO.0 Water at (ft)------------------------------------------- -___-^_99.00 Rock at (ft) 89.08 Stool Cover (Ln) 4.00 ---- PRDFiZ,g s -__"-'---_°'--_ --__----------------- _ _ Soil Layer Prat Ult, Skin Allowable-Friction . - -- - - _ LaYof thickness lg riction e a Passive We ht F Cohesion (ft) (Pcf) %.ring Angle- Phi Coo;f,- (p (o) 1 2,00 (p°f) (Per) (Ong) ) 0.00 0.00 0.00 0.00 1.000 (par 2 $.Do 100,00 0.00 0.00 25.00 2.464 0.00 3 6.00 100.00 0.00 0.00 30.00 O.OQ --------------------------------- 4--_ -16.OP 100.00 0.00 ,3000.00 34.00 3.000 0.00 - ----------.------_----- 3.537 0,00 -_-- ------- LAT$RAL /MO:'16NT CAPACITY (CHECK) -__---_-.___„_-____-___- ("F-?aiason Dismetar (fi) Min Design Actual Design Apight Above Grad. (ft) 5'P0 5.00 .. Depth Below Grade (it) 0.50 0150 Concrete V*laae (Cy) """""'• 19.00 20.00 Applied Mca*nt From Loads (Workin " 14.18 14,91 Resisting Moment From 8 ii D1 9)• Mwork(Ft-kip): 656.50 692.6S o (Vit), Mu1t(6t-kip) Men2219.37 sal S.F. (M-At / Hwork) 2653.58 APPliod Harlsontal .Load (Working), ,work (Kip.).... 9.00 3.83 Horizontal Soil RQ*istanco (Ultimate), Hult (Ripe): 30,29 9.00 H Wisontal S.F. (Holt / Hwork) •„ 27.28 Center of Rotation (froo grad*) (ft) ..' 3'37 3.03 Inflection Point (Max Desi •'" "" 14,70 15.35 Maximum Factored Davi �moment Location (ft) 6.10 5.90 Area Steal Required 14omarst far Rainf, (Ft-kip): 530,36 qu Foam Loads (W2) 530.36 ACI Minimum Steel 10.551 (i„-2y ••-.•.• •••.: 7.20 7.20 Area R*inf, Steel Provided (ln^2) ... 34.34 14,14 l5,8 VPLIPTlCl4PACITY CHECK-` ••,•----__- *•- 0 --_-_----15.80 -.- Actual VPlift on CaiOeon (KtPs) „-,,,_•--------------------------- _ -- Allowable Uplift Capacgty (Kips) .. .. 0.00 P,00 .M_.----.e_ - --.---,�__ _ - 45.95 48.40 COMWMSSION CAPACITY-C70:CK - Y- .- •_----"-- --- ------- ------- T ------ - Actyal C"Pr*asion on Cnieson (K;pz)e - 4Pt*l Compression (Includes Concrete N... (Kips) 26.13 00 6.00 Allowable GemPx'eceion Capacity (Kips) .. ... .... • 27.11 ---------------------__- - .1 58,90 58,90 - ----.---------------------- CAI9SON DESIGN: --••-^^-"--_-_- �'.":9H; 5.00 It "Ametar % ,20.50 it Long (Concrete Volum%- 34.91 Cy) `%_iftinfs MO NS Vert, w/Closed Piea: (12)#5 66.0^, remaining ties 010.011 (ASTM A61S) Q VA 12-Port Antenna 12-Port Antenna muTHnEsn "Dant""low l4Miom,a9"1ro -- ,Maclrlldd ip41'+fCl34n!_.. _ - •f - - tpyoYt a1 tntaltl4n . Impedarxe- ----- 30-- Ir ma - -- 12x1.3-101emels VSWA <1;5 co.".ta Paol6on boll m taro Rdwn L.W ae >14 �'- AdJwtma4 Mochanfarl FlekADT - `� ® M1atMlq ® "Ift Jntwbar.d Mo hn OB >23.1�,-3033 mrWnumuy 9,0* 1. Pasalro Intertn0u140eh 4139 <=In jit A3r�tn oeme0 Wlmt toad N Ih! Frantq 1210 272 ' PC10=11e4 • .45,.45 ((d�Flalab Wind Fera 400 g0 Splo'#:150 Wv'h) Bearalde 1270 83.96 4!! MM max.Emol" w 1000°C antdeM M4k,Wlml VO"O kmn 242 ^ 71.414 (A h• ValYea Esaeden DlCiMN4i@ASTA 1r4ealpn 6.51 tequkamema;- m t50 ffi d E.I.&SE 7rm1 1993/Oafs.? w ® O.W,- 4*OR fithtchoa TDA 14.6/11.7 191 a1 M 0leawrJ Moudn Maaweri Yh+w p Wutgta kg ,4-7.0!'39,2 olarllp kxi O •® 7 v fb 61.4/88,2 pMmp6 klc1. packk199ka' mm - 2106/897/212 Inchoo 86.0/18.6/3] �/•��. O� .® u� `• 800pa of 8updy Ponol,FrREr and __-- - •..__. - 2 YNIe o1 d0mp! - - - - for42-116 mm 1 1,7-cs inalee dirmta 124 4.6 .-.� _____2245J&S 325112.6 Accestlorie3(order seperatt6lYrtrequlred) 37r114e /! 11pa N0. Oaelalpko0 fMmark. Might Uritspw nen 1 ktotaa epp44fa kg E a,^.t nm0krwrntoro alt to mdome •1!f A4 dan..I min nanl mahou 85010002 1 Clam Mast dumas:110-220143-5,7 2.716.0 2 68010003 /comp Meet dMMOW..210-sea eA-15.0 4.9 10.8 2 ` /15013306 t dowmlt lal Qpwmgl :0•-10' 4.319.5 1 60010154 Site eft"W Ad$We 3,wvy On Illim Wral 04511.4 60010159 Sift ShwkQ ACIOMM & (no fl ura bob" Acce6304de3(Included In the SCope of suppW 733548 1plampI Meal diern4W: 42-1!511.7-4.D 1.112.4- 2 N 86010133 WHEY - q m . ---. -..._. .�_ Fa dowrRl6 M-n —ft tlarnp!1a In WOpdeb mast danleter toga0rr won gk AoNntR k0, ' Won mpY�ttlrw:.V ajo di6oml mount.n0lm nold.41 pig CamlOdOn Table M9bm4 Rot actor 4cleen:Al it wn. pY l i pomwf~ Array ammoclor ' Flbarglan Bwehp•n Darer!totally thv hlmrnm entalro oomppnWp;TM p0lc(al - dasI9nrvduoas the eeean9 two tp R mfidmum and gusrenteee th!ba4i wtgl,'7a 1196-003 mms R7 1-2 protbcftm Flharglau mater141 glraaabto cpllmum paalum m Won raWift bo st.pl9h. 1 424-a94 MNk -ft2 3-4 milCnlW,W msbtance and palming.TM ce14t otlmradoma b Oehl grey. gC _ A6 HRb a."bull atetn1w44feela Mt-ap Owmilt"*19el, y1 1006-2690 MHz -�_. 5-13 xm Oraat�lg:Th,meta Pah M tke Waenm Indudng W mounting kW mM IM hma ccnm G0m ms B nC grounded - 1895-2090 MW Y4 -11.12 Cal6awa0a—Ar Catspun0on. wnln Bib 9kPdnp AdtpM 8�1g184 with 6158horytpphr E60t0153 Iujj] j •••,•..., -fipCt3i laAid'7 I-finBBt i'FiWi f". 1 7211 B 2 d f1r4!fl nsmLIS iT n 2g,o ............. .._._.......... 4 An dim lam w yAn{Iw eb A"w 1n inn shasGw r e 61a.1 � = = -atst /.C.::-g1y'--' q�si',- •'. i Fm more Intametlon Pte!rprlr to tho mapecm clam ana4m, Pape3d4 3001079e WWWAOK*WDM —kay al— Any praak"data SMetleeYe4 halo now bocoma lmm9d - 4014 NATHHEI*11mk4 KG,AMamK41hme1.6np0o 1.3..PO,Ow 100444•OWGI BOGENHOM•GEBWW•ft—149410311114.0-1.-4080.11184-nD nATMIN.WM NO-Mtm•kdhrW-i1,3 P.Q.9w 10 04'4a.6JDDa FMOOMV,GERMANY,PhW9549 eWI I6MF fm 42 SW9331184-020 7f,Z 31- MUTHnain 12-Port Antenna KATHHEM 12-Port Antenna Cgj-C ® 0® Frequency Range ase-aoa ®+e t�� toes-2�o tis-neo Dual Polarization HPBWC 1SG 199ettlmnww*+r r vlte+aae+a>76+: L Peaori�4(po91 rF.mP,Pat9a9P49R. Adjust,Electt DT- set T Qa41 wn Mkx 1b9s� iBbo-1990 x926-ziBo 2390-2400 2 Bet byFlkXRFr =9 WE 15. 15,7 15.7 153 16.2 GMw4wa9T9ta - Gal 15.1.0 1b.7.0.4 15.7.0.4 15.3.0.7 16.1x0.7 Narlmmi Patbrm...-- - - _ - A91n>d5 Bmmwldtn - 54.4.9 03 s 3.3 53.9.8 07.8,0 -68.5.7 IaPortnRt6m�esaeBara24anseeowteasxoeoneesatns.assar>s'/G5°JQ$nvee Fmd•Io-99c4hNlo a23 225 225 223 >24 t8l18nen@!tT/19d@i-- --/2°�'t2'/4'-04°12~-14Y1°•+14'/�°-i4'I - Crossat soregmt . . . . .>x/ 223 a26 >20 _...... dB >t5 1177n No, '8M1Q7S8 .. CnM PSS QlwnmlMdAm do ova Sector 20.5 29.0 :09 >0.0 270.0 teltt10e,l PMMe_ M°?!R•'44t->l. �4dIR11-t' AtlmuthBmvn -"" 824w - - - Pae4D-Pan 1tec10n dB ,39 .2 -1.6 >M P MNz 6B8-503 624-824 ertll pa Q27n 4I mid 17A 061 19.3 15.6 Y.,fj l 10.6209 10.1.0.0 9.7.0.6 5.4.0.4 7,7x0.7 Gmn ava WIT2M aeY- 15.1 a 0.4 15.7 t 0.4 EWctrlad QOWMtt - ' - - - E"' m uafente • 2.9-14,9 AdmuN Beemwltlm 60 1.0 63.1.7 illtAwa -- <0.5 <0.8 GA <O,4 c0.4 Fromdo-Bock RoOo, dB >21 >20 first UppVWo Looe as >19 >17 >16 >1S >14 Taal Powa..30' ' Crew 6blar 044 nation - - { eaWn 41B >24 >24 Upper Siftt06a pt M $ S�ReoWrn 20'&actor OB 119 .17 >to >14 >14 Croon Potty 0lovknlnetron a 7.0 :7.0 ' wove Men sem me Soc:or CroasPo*loolatim is 228 . Pat-ao- A7lTtee mutb Beam ® 11-3 c t.5 Poo to Port taalWWn o'6 - 30(YI fJY2.Y3.Y41 WP eokal Wtterm - - . . .. _ _ >?s,tim 30 4Y1 fJ RI Ehvodan Boamv4ah 16,7.0.5 - 9.5.0.4 i r Pon Mo.Effective pa- W 260(W 50'C erldlalt torp-has) EMatrled Dowmllt 2.0-12.0 2.0-129 1 Va.MO"Pmar W 400(et 30'C emOMlt to ooldinlq a 1atalAe Pon 5.6 rttpa0turo) FIn Aoolrc • <Qb <0.5 Values bwod on NQMN•P•BASTA((aMon 9.5)rest k.eM. FIrW Ut7Pa Side Lone dB .10 >10 9u m10. UPPnr Sift Lobo =In B..; smo dB >16 s 19 Croce Rola IwWOon d8 >30 >80 Port to Poo Ioolaton >26((qq11 JJ R21 09 220. . U",R2NY71 230 ,R2 tl Y2.V3.Y41 Mn�ecuve Pmw w 4001pt ,r (pt tampemturN Moe.E"'o Ptma W 566(at so'C emblalt tomP4rotuml Poo 1-4 VaMm bmpp on NQMN•P•6WA tMrWon 9.8)requlremorL. - - - �R bi a W7xeWMan.axn W• ! 4 600t67M mnw..e:tl.'etuean TM JN- fl(O•Mmn-14ahelm3lmhta=p,0, 1OW 44.0]009 P,O6ENNEIM OEAMIHY'- ao a 1154.040M5031134-020 g9NkNrIw hQ-AnWn, p be. 1.6 P,O.Ba.,1604M 03001 ROBLTStEIM•OERMAtA'-PI�o+406W11&•O F.4 ei98031/54ffi0 C (E)TRIPLEXER(2 PER SECTOR TOTAL OF 8) (E)TRIPLEXER(2 PER SECTOR,TOTAL OF 6) STOP OF tE)STADIUM LIGHT POLE �� T P0 0 ' EL 337 0 AG ADIUM LIGHT POLE REFI ACr /T PANEL ANTENNA TLP H?_IGHr 1PAPANEI ANTENM-np FIGHT EL 1 3•AU EL 3ss.1•AGL Your world.Delivered. REPLACEMENT PALM ANTENNA RAD CENTER _ Pnr,E&ANTENwa Lia c EL:fft7M- REPLACEMENT PANEL --PROPOSED SURGE SUPPRESSION _ �� _ — EL 391.0'AGL PUNS PREPARED SY: ANTENNA(1 PER 8 DISTRIBUTION UNIT BEYOND SECTOR,TOTAL OF 3) A3 A3 (E)PANEL ANTENNA TO , PROPOSED 1900MHx RRN(t PER SECTDR TOTAL 3) A HE REPLACED(!PTHi ~ SECTOR,TOTAL OFR BNOiMM6��NW MOS fElPRNElA46i'EMNA RAD CENTER_� 1BM WD 0W A1E4tEWA0ND RD NE.SURE 210 (E)TMA(2 P£R SECTOR,TOTAL OF 6) - - - - g ty p V► (E)TMA(2 PER SECTOR,TOTAL OF 6} - - - _ E PANEL ANTENNA RAD CENTER� WOOga MLE.WAND72 ELt62- Jr 0CfVQ3PFFOW.s2eaE4ENa s�oRrtt� ERs9oxE.Eras�t� PROJECT two: U' (E)PANEL ANTENNA(f PER SECTOK TOTAL OF 3) (EI PANEL ANTENNA(1 PER SECTOR TOTAL OF 3) WA&718 (E)STADIUM LIGHT"P) f [ tEl STADIUM LIGHT(TYP) WEST PORT ANGELES l I 1303 W 861 STREM I PORT ANGELES,WA 98363 CLALLAM COUNTY NOTES: ISSUED FOR;-- 1. OR;1. PAINT PROPOHEDANTENNAS, MOUNTING HARDWARE&COAX CONSTRUCTION TO MATCH EXISTING CONDITIONS REYDATE=ISSUED BY: 2. SLE:RF-1 FOR EMSTMG a FOR PROPOSED ANTENNA PLANS �+ (E)197.0'HIGH STEEL STADIUM LIGHT POLE. (E)387.0'HIGH STEEL STADIUM LIGHT POLE t Q 01-09-17 FINAL JRF IN, PRELIMINARY JRF � PROPOSED MDC POWER CABLES&(I)FIBER CABLE DRAWNBY:=CHK: APV.: MWO MWOo ROUTED TO MATCH(E)COAX JRt fCURRENT ISSUE DATE: 01-09-17 Li LICENSU SEy RE: L if (E)tff4r HIGH'CHAIN-LINK FENCE W1 BARB WERE (E)t6'=0+'HIGH CHAIN-LINK FENCE W!BARB WIRE (E)ICE BRIDGE WI (E)ICE Wt �f4fr (6)t 5L8 G COAX S(6)718 Q COAX COAX S(6)ZAM COAX 'A URISDICTIONAL APPROVAL: (E)(E)AT&T (E)AT&T _ EQUIPMENT ` COMPOUND IPMENT A-1.1 COMPOUND (E)GPS (E)CHAIN-LINK FENCE AV.1 1 (E)CHAIN-LANK FENCE 1 t ANTENNA(TYP) , t4 ANTENNA(TYP) IETARY INFORMATION: 00N3TSCAtEORA1lIl M.CaNMWMRm=VEM" ACCMNSI0 OMMAQV MOOMffiRTAMMOFANY i ERKl7RS AKDmNiS5�N8.ALL PWEVIWJS C�UE60F7}9S Vq MtAWDECAitES11'ER4E=BYTHE ATMREVISION. tl THE RMIUanDNCMAr90mnRMSETofDDaMENTS IsvROPFUETARYBYwITuRE.owusEORommomma OrrMTHAN VOWH ISR@ATFD TO NANEu cLietT 6 STRICTLY PROFt®If Et1. DRAWWGTHLE: EMSTING&PROPOSED GRADE NOEMVMST ELEVATIONS GRADE(REF) [( EL 0Z AMSL(ASSUMED) F pAx Fes-— ° —I coAx F� EL ao. AMSL(ASSUMED) i COAX Da:a DRAWING NUMBEi� PROPOSED NORTHWEST ELEVATION EXISTING NORTHWEST ELEVATION A-2 O 2244 SCALE:3116•=VJV j11x17 SCALE: PM'c r.Cr 222�c34 SCALE 3t16'=1 a- 11X17 SCALE:mr=77 ce JOB NU LTE 2C 16.09156