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Type of Permit: * Change of Use/Remodel 0 Commercial Addition 0 Tenant Improvement Project Address: 16404 Smokey Point Blvd Parcel ID# 310529001015 00 Project Valuation: $15,000.00 Project Description: Sprint proposes to add 3 new panel antennas and 3 new Remote Radio Head (RRH) units to the existing frames in leased area on rooftop. No expansion of space is required. Legal Description: SEC 29 TWP 31 RGE 05S1/3 OF S1/2 OF SE1/4 NE1/4 LY E OF S/HY EXC E 490. 18FT THOF AKA LOT 2 OF RALPH & MARY NONTY'S BSP REC VOL 1 OF BSP'S PG 208 AF NO 9009125003 Owner: Larry G. Prewitt Address: 14721 Evergreen Way City: Stanwood State: WA ZIP: g8292 Contact Person: Barbara Chaney for Sprint Phone: 206-310-0477 Cell Phone: abov Fax Number: e E-mail: barb.chaney@telcopacific.com Address: 14636 NE 95th St City: Redmond State: WA ZIP: 98052 Contractor Information Contractor: TBD at time if issuance Phone: TBD Address: TBD City: TBD State: WA ZIP: TBD License Number: TBD Expiration: TBD Plumbing Contractor: N/A Phone: TBD Address: N/A City: N/A State: N/ AN/ A ZIP: N/A License Number: N/A Expiration: N/A Mechanical Contractor: N/A Phone: N/A Address: N/A City: N/A State: N/A ZIP: N/A License Number: N/A Expiration: N/A Project Name/Tenant: Sprint 2.5 Project Site SE03XC229 Smokey Point Site Address: 16404 Smokey Point Blvd I Bldg/Suite/Unit IBC Construction Type: 2012 IBC IBC Occupancy Type: Ju Description of Use: Wireless Telecommunications Rooftop Site Building Square Footage: 0 Number of Stories: 5 Square Footage Per Floor: 0 Will there be any installation, modification or removal of the following? (Check all that apply) ❑ Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids (tanks, piping etc...) ❑ Hazardous materials ❑ High piled/rack storage ❑ Industrial ovens/furnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure, tents (>200sq ft) or canopies (>400 sq ft) Provide details on any of the above checked items: Installation, changes, modifications or removal of any of the above may require additional submittals,information, or permits during the plan review or construction process. Building Division: The Building Division shall review any revisions and addenda. Approved copies will be given to the contractor to maintain as part of the approved plan set. The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed. Design Professionals: The architect and engineer will clearly indicate on the plans and specifications for the specific types of special inspection required, and shall include a schedule for inspection and testing. The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals are obtained, prior to work shown on the revisions being performed. Owner: The project owner, or the architect or engineer acting as the owners agent, shall employ the special inspector or agency. ENFORCEMENT: A failure of the special inspector or firm to perform in keeping the requirements of the IBC, the approved plans and this document may void this agreement and the Building Officials approval of the special inspector. In such case a new special inspector and/or firm would need to be proposed for approval. A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project, until nonconforming items have been resolved. ACKNOWLEDGEMENTS: The building permit does not include any mechanical, electrical, plumbing or fire sprinkler/alarm work. These permits are issued separately. Mechanical, electrical, plumbing, or fire sprinkler/ alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be issued. You must provide the Permit Center a copy of the approval letter or the approved plans. Contact the Snohomish County Health District at (425) 339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications. To determine if your project requires an intake appointment, to schedule an appointment or to ensure that you have the most current information, please contact the City of Arlington Permit Center at (360) 403-3551 or by email to permitcenter&arlingtonwa.gov. I have read and agree to comply with the terms and conditions of this agreement. 0 Please Attach Plans and Supporting Documents (PDF Only) SE03XC229 SMOKEY POINT-STAMPED 1-27-2014.pdf; SE03XC229 Smokey Point Structural Analysis 03.05.14.pdf STAFF USE ONLY: Permit Number: Accepted Receipt # By: Date Received: Amount Received: By submission of this form, I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington. Permit#: 323 Permit Date: 03/18/14 Permit Type: COMMERCIAL ALTERATION Project Name: Sprint 2.5 Project Applicant Name: Sprint Applicant Address: 14636 NE 95th St Applicant, City, State, Zip: Redmond,WA 98052 Contact: Barbara Chancy Phone: 206-310-0477 Email: barb.chaney@telcopacific.com Scope of Work: 3 New Panel Antennas and Remote Radio Head Units Valuation: 15000.00 Square Feet: 0 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: 04/25/2014 Permit Expires: Permit Form Type: Civic Plus Number: Status: COMPLETE Assigned To: Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 16404 SMOKEY POINT PREWITT LARRY 360-333-6125 651 Medical&Other 31052900101500 BLVD G Health Services Contractors Contractor Primary Contact Phone Address Contractor Type License License# MYCOM North David Roscher 770-776-0000 1080 Holcomb CONSTRUCTION MYCOMNA882PB America,Inc Bridge Road CONTRACTOR Plan Reviews Date Review Type Description Assigned To Review Status 03/18/2014 Commercial Other No Issues z.Christopher Young 03/18/2014 Commercial Other No Land Use Issue Fees Fee Description Notes Amount Building Permit Table 4-1 $328.23 State Surcharge- 1 st DU Residential- 1 st Unit $4.50 Building Plan Review Table 4-2 $213.35 Total $546.08 Attached Letters Date Letter Description 03/27/2014 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 03/26/2014 Barb Chaney 49698672 cc $546.08 Outstanding Balance $0.00 Notes Date Note Created By: 04/01/2014 Ready to Issue once contractor information is received. Amy Rusko Uploaded Files Date File Name 03/19/2014 SE03XC229 SMOKEY POINT-Sprint 2.5 Project CDs 1-27-2014.pdf 03/18/2014 Commercial Remodel Permit Application response(1),pdf CITY OF ARLINGTON ` 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT 16404 SMOKEY POINT BLVD Permit#:323 PERMIT EXPIRES 180 DAYS AFTER Parcel#: 31052900101500 DATE OF ISSUANCE. Scope of Work: 3 New Panel Antennas and Remote Radio Head Units Valuation: 15000.00 OWNER APPLICANT CONTRACTOR PREWITT LARRY G Sprint MYCOM North America,Inc 14721 EVERGREEN WAY 14636 NE 95th St 1080 Holcomb Bridge Road STANWOOD,WA 98292 Redmond,WA 98052 Roswell,GA 30076 360-333-6125 206-310-0477 770-776-0000 LIC:MYCOMNA882PB EXP: 10/02/2014 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: COMMERCIAL ALTERATION CODE YEAR: STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC 110/IRC 110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. 03/27/2014 Applicant Signature Date Building Official Date CONDITIONS The property owner shall ensure that the construction project complies with all applicable zoning codes and regulations.The property owner shall also ensure that the construction project does not cause any adverse impact on the surrounding environment or community.The property owner shall be responsible for obtaining all necessary permits and approvals from the relevant authorities before commencing construction.The property owner shall ensure that the construction project complies with all applicable design review requirements. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS, SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 09/09/2026 Building Permit $328.23 09/09/2026 State Surcharge-list DU $4.50 09/09/2026 Building Plan Review $213.35 Total Due: $546.08 Total Payment: $546.08 Balance Due: $0.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon INSPECTION INFORMATION IPass/Fail i ' CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address: 16404 Smokey Point Blvd Permit#:323 Parcel#:31052900101500 Valuation: 15000.00 OWNER APPLICANT _ CONTRACTOR ®� Name:PREWITT LARRY G Name:Sprint Name:MYCOM North America,Inc Address: 14721 EVERGREEN WAY Address:14636 NE 95th St Address: 1080 Holcomb Bridge Road City,State Zip:STANWOOD,WA 98292 City,State Zip:Redmond,WA 98052 City,State Zi Roswell,GA 30076 P� Y P Y Zip :Roswell, 360-333-6125 Phone:206-310-0477 Phone:770-776-0000 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial Alteration CODE YEAR: STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID, IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRCI l0. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City mglon must be reported on your sales tax return form and coded City of Arlington#3101. Signature Print Name Date Relea ' By Da CONDITIONS THIS PERMIT AUTHORIZE ONLY THE WORK NOTED,THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION - '� - PERMIT FEES Date Description Fee Amount 4/25/2014 Building Permit Fee $328.23 4/25/2014 Building Plan Review Fee $213.35 4/25/2014 State Building Code Surcharge Fee $4.50 Total Due: $546.08 Total Payment: $546.08 Balance Due: $0.00 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon C CM- ENGINEERING Sprint SE03XC229 Smokey Point Rooftop Site Structural Analysis Report 16404 Smokey Point Blvd Arlington, WA 98223 CG Project No.: 14057.507 c. FLU ,OG�a Og 1fA��� 250 4th Ave.South s`sIONAL Suite 200 03/05114 Edmonds,WA 98020 Phone:425.778.8500 Fax:425.778.5536 TelcoPacific SE03XC229—Smokey Point CG Project No.14057.507 March 5,2014 TABLE OF CONTENTS SECTION TITLE/ DESCRIPTION PAGE NO. STRUCTURAL ANALYSIS NARRATIVE 1-2 SITE DATA 3-6 LATERAL LOAD CALCULATIONS 7-8 APPURTENANCE & MAIN STRUCTURE ANALYSIS 9-16 ARCHITECTURAL DRAWINGS (EXCERPT) Al-A5 ORIGINAL SITE INSTALLATION STRUCTURAL CALCULATIONS (EXCERPT) A6-A8 250 4ch Ave.South,Suite 200 O Edmonds,WA 98020 ENGINEERING TelcoPacific SE03XC229—Smokey Point CG Project No. 14057.507 March 5,2014 INTRODUCTION CG Engineering was retained by TelcoPacific to provide structural analysis of the existing structure for the site modifications proposed by Sprint per the Scope of Work, and in accordance with the 2012 International Building Code as amended by the local jurisdiction. The structural analysis completed by CG Engineering was inclusive of the structural elements that were affected by the addition of equipment and antennas associated with the proposed Sprint 2.5 equipment deployment. Where applicable, this includes the antenna and equipment support structure and affected portions of the existing main structure. Our analysis assumes that the as-built condition of the structure matches the original permitted design documentation that was provided to us. SITE DESCRIPTION The site is located on the rooftop of an existing 40'-0" tall wood-framed building. The appurtenances are mounted to existing steel ballast frames with an overall centerline height of 45'-0". TelcoPacific provided us with structural calculations for the original site installation by URS Consultants dated 04/17/1997. Photos of the site and architectural plans were also provided for the proposed revisions. All geometry, member sizes, and material strengths used in our analysis were based on this information. If anything differs from the information contained in these documents, CG Engineering should be notified to revise our analysis. APPURTENANCE CONFIGURATION The structure was analyzed using the appurtenance configuration specified in the following table. All loading was provided to us by TelcoPacific. The appurtenance specifications have been included for reference. If the antenna or mount requirements are different than those stated, CG Engineering should be notified to revise our analysis. Existing Appurtenance Proposed Appurtenance Sector Configuration Configuration(Bold=New) Mount Type Panel Antenna Panel Antenna (1)Model No.ET-X-WM-18-65-8P Mount antennas&RRU's A (1)Model No.APXVRRI3-C-A20 (1)Model No.APXVRRI3-C-A20 to existing steel ballast RRU's RRU's frames (1)Model No.RRH-P4 (1)Model No.RRH-P3 (1)Model No.RRH-P4 Panel Antenna Panel Antenna (1)Model No.ET-X-WM-18-65-8P Mount antennas&RRU's B (1)Model No.APXVRRI3-C-A20 (1)Model No.APXVRRI3-C-A20 to existing steel ballast RRU's RRU's frames (1)Model No.RRH-P4 (1)Model No.RRH-V3 (1)Model No.RRH-P4 Panel Antenna Panel Antenna (1)Model No.ET-X-WM-18-65-8P Mount antennas&RRU's G (1)Model No.HBXX-9014DS-A2M (1)Model No.HBXX-9014DS-A2M to existing steel ballast RRU's RRU's frames (1)Model No.RRH-P4 (1)Model No.RRH-V3 (1)Model No.RRH-P4 The coax cables that serve the antennas weigh less than 5 Ib/ft and are therefore exempt from the requirements of Chapter 13 of ASCE 7. C 250 4`h Ave.South,Suite 200 Edmonds,WA 98020 ENGINEERING 1 TelcoPacific SE03XC229—Smokey Point CG Project No.14057.507 March 5,2014 ANALYSIS CRITERIA The parameters in the following table were used in our analysis of the structure based on its location. City of Arlington,WA Wind Criteria Seismic Criteria Basic Wind Speed w/o Ice(3-s Gust): 110 mph Occupancy Category: II Sds: 0.774 Exposure: B Kzt(ASCE 7-10)1: 1.0 Sd1: 0.447 Notes: 1. Refer to the attached topographic profile(s) used to determine the topographic factor. APPURTENANCE MOUNT/MAIN STRUCTURE ANALYSIS RESULTS Individual appurtenance mounts have been determined to be sufficient to support the proposed loads. Additionally, the existing structure has been determined to be sufficient to support the proposed appurtenance configuration. CONCLUSIONS/RECOMMENDATIONS We have determined that no upgrades to the existing structure are required for the proposed Sprint installation as described above in the appurtenance configuration table. • Appurtenance Anchorage: The antennas and RRU's shall mount to 3" standard pipes. Attach the antennas and RRU's to the pipe mounts with the mounting hardware provided by the manufacturer and in accordance with their installation instructions. CONDITIONS OF ANALYSIS This structural analysis is based on the documentation that was available to us. CG Engineering did not perform an observation of this site to verify the accuracy of the provided structure and appurtenance data, and we should be contacted immediately if there are any discrepancies with the information stated within this report. Our analysis is based on the assumption that the structure has been properly installed and is maintained to the minimum standards required by code. We assume the structure has no known deterioration or damage that would adversely affect its capacity. C 250 4`h Ave.South,Suite 200 Edmonds,WA 98020 ENGINEERING 2 y;..._ •.`�-:: . :.,� #. � l -,fir ."y Y�.� -• _ ED 'I F404 ,n;,k�.,y F'Ou)l L3 vil Ail i«��f V; ake Goodwin ` cn a Calhan ;. °whn Sam Lake `'Stimson Crossirig•� o Googly earth 10/4/2013 Aerial Site Photo Suite 11 Ecknonds,WA 98020 14057.507 • ' Topo North AmericaTM 10 ' w w The Island SRO Marc! 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Elew 111.0 ft Climb Dist: 1.4 mi Desc Dist: 5,008.5 ft Data use subject to license. TN Scale 1 :62,500 o s x x ©DeLorme.Topo North America"'10. MN t16.]•E) u www.delorme.com 1"=5,208.3 ft Data Zoom 11-6 URN O Topo North AmericaTM 10 204TH ST NE zHowe Pr a �' a sl! 200TH ST t4LU z z w v _ �Lr� _ —�F99TH ST NE m v p1rG ¢ ylA v r m A _��QA mz u+ +u z. w \. '194TH ST NW m ;X. �19, -�'i °• zm z Z w �193RD ST N + x m r r�2 Z w Z m �.J\ lw w > w S i z• —I D m w �4 � ?r I 188TH ST NE m m x O - m a ��, "� --�- m¢ SOY, m R TH ST NE 1r^�to _ I OOd IN ��` nl ,n � D dington Q V 3 186TH ST NE m Mum pp ` w _ rn D z O TLWU otem Park pP a ; 177TH PL.NE ¢ O A x ,zl G rn D - D t m x m D z 208 m AY1�74TEI PL N m m 'English Smoke y Po w \ K 1 Sfn�f F 531 •Lakewood 531 z 531 +o Edgecomb. Resen%orr�o — ` s. � 170 f H ST NE _ 2 ¢r -� C N48o 8.733' o i' � m W 122-11.155'SJ, z L. w N Z Z m Ln •IYii `�� w z rn 164TH ST NE � 3 MC�E RD kc NE W = GissbRrg Twin L m ' z J = mJ i I a 11 OP Z x rn Y. _ w v 156TH ST NE 156 ST NE �g; v �m ;! z ¢ o b. a 2m Ui o Z x ss n JLU ____ 148TH ST NE co _ > - a m S � 3 I) a P LL a W I j w �N w z ) a a. y G��O�, i Sisco\1 ¢ \ �z w A z w w 144I TH AVE N =i14 ��F•�P D z m I ,0� _F� 1 L NF 14 0TH ST NE tn'. m t Stimson Crossing i r N N m. N y �J.� z �'P D l0 N lP = A�O W W 2 x �:i v 2 9 z x v 1 z FDt7 c� m 2� a -m ci PL ----- �s}ysA m Q ' Z m 2 0+ vi 9L I rn Ln Fr� m� 2 130TH PL NE N e 12 1 �� m z m '�T 6 �G 28TH S 9{ a Ty ST T H E cv 129T?H z h ST N NW :27TH PL NE rT--PT—, NE F -..h rq (26� 'r r f v� 126TH PL NE� zdiTH PL NE 121.6 ft W.L OA7 -1. Iz�r � 110 ft 100 ft 90 ft 0 mi 2,640 ft 1 mi 1.50 mi 2 mi 2.50 mi 3 mi 3.50 mi 4.00 mi Lin Dist: 4.0 mi Terr Dist: 4.0 mi Elev Gain: 18.9 ft Avg Grade: 0 Climb Elev: 43.6 ft Desc Elev: 24.7 ft Max. Elev: 121.6 ft Min. Elev: 91.7 ft Climb Dist: 1.3 mi Desc Dist: 1.3 mi Data use subject to license. Scale 1:46,875 ©Del-orme.Topo North America—10. 4 r•+++++�_°E+ o x : °n www.delorme.com 1"=3,906.3 ft Data Zoom 12-1 3/5/2014 Design Maps Summary Report US Design Maps Summary Report User-Specified Input Report Title SE03XC229 Smokey Point Wed March 5, 2014 17:45:11 UTC Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 48.145540N, 122.18591°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III 5mi sil•aan3 1,5000m 0 1 0Arlington Warm Beach O 531 O 0Edgecom Jordan D %N, 0 R :1C my:shore A M E R es Tkdar,er Beach 0North Mary _ mapquest Tina ]"Im @2014 @ MapQuest USGS-Provided Output Ss = 1.093 g SMs = 1.161 g Sps = 0.774 g S1 = 0.426 g SM1 = 0.671 g SDI = 0.447 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. MCER Response Spectrum Design Response Spectrum 0.98 1.20 0.30 1.00 u.72 0.96 0.64 0.84 0.56 0.72 CM 0.48 SM 0.60 0.40 Ln 0.48 0.32 0.36 0.24 0.24 0.16 0.12 0.02 0.00 1 i i i i i i i i i 1 0.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.90 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 http://g eahazards.usg s.g o\ddesig nrnaps/us/sumrnary.php?templ ate=minimal&latitude=48.1455442&long i tude=-122.185909&siteclass=3&riskcateg ory=0&edition... 1/2 Seismic Load Calculation for Components and System (Reference: IBC 2012 Section 1613&ASCE 7-10 Section 13.3) Seismic Farce: 0.2s Spectral Response Acceleration,Site Class B,S, = 1.093 (ASCE 7,Figure 22-1 thru 22-6) 1.0s Spectral Response Acceleration,Site Class B,St = 0.426 (ASCE 7,Figure 22-1 thru 22-6) Site Class = D (ASCE 7,Section 11.4.2) Seismic Design Category = D (ASCE 7,Tables 11.6-1&11.6-2) Site Coefficient per S,&Site Class,F. = 1.06 (ASCE 7,Table 11.4-1) Site Coefficient per S1&Site Class,Fv = 1.57 (ASCE 7,Table 11.4-2) Smts=FaS, = 1.162 (ASCE 7,Section 11.4.3) SM1=F Sl = 0.671 (ASCE 7,Section 11.4.3) SDs=2/3 Sets = 0.774 (ASCE 7,Section 11.4.4) SDI=2/3 SMl = 0.447 (ASCE 7,Section 11.4.4) (Per ASCE 7-10,13.3) Component Amplification Factor,ap = 1.0 (ASCE 7,Table 13.6-1) Component Response Modification Factor,Rp = 2.5 (ASCE 7,Table 13.6-1) Component Importance Factor,Ip = 1.0 (ASCE 7,Table 1.5-2) Component Operating Weight,Wp = Wp (lb) Height in structure at lowest point of attachment of component,z1 = 40 (ft) Height in structure at highest point of attachment of component,zz = 40 (ft) Average Roof Height of Structure,h = 40 (ft) Seismic design force,Fp = 0.4apSDSWP (1+2z/h) Rp/IP (Eq.13.3-1) Max.seismic design force,Fpp x = 1.6SDSIpWP (Eq.13.3-2) Min.seismic design force,Fprnin = 0.35DSIpWP (Eq.13.3-3) Seismic design force at lowest point,Fpl = 0.372 Wp FP(AvG)= 0,372 Seismic design force at highest point,FP2 = 0.372 Wp Min.seismic design force,Fpmin = 0.232 Wp Max.seismic design force,Fp,,,,x = 1.239 Wp Seismic design force,Fp(ASD) = 0.266 Wp Description By Date C G� DTR 10/4/2013 � cne<ked Date ENGINEERING Seismic Loads For Components&Systems Project Scale Sheet No. N.T.S. 250 4th Ave.south SE03XC229 Smokey Point Suite 200 lob No. Edmonds,WA 98020 14057.507 Wind Load Calculation for Other Structures (Reference: 2012 IBC Section 1609&ASCE 7-10 Chapter 29) Wind Velocity Pressure: Average Roof Height of Building,h(ft) = 40 (Per Architectural Drawings) Height of Other Structure,z(ft) = 45 (Per Architectural Drawings) Basic Wind Speed,Vas(mph) = 110 (ASCE Figure 26.5-1) Exposure Category = B (ASCE Section 26.7.3) Risk Category = II (IBC Table 1.5-1) Velocity Pressure Coefficient,Kh = 0.76 (ASCE Section 29.3.1&Table 29.3-1) Topographic Factor,K. = 1.00 (ASCE Section 26.8.2&Figure 26.8-1) Wind Directionality Factor,Kd = 0.85 (ASCE Section 26.6&Table 26.6-1) Velocity Pressure,qh(psf) = 0.00256KhKztKdVA2 (ASCE Eq.29.3-1) qh = 20.01 psf Design Wind Load on Other Structures Horiz Gust Effect/Force Coefficient,(GCr) = 1.9 (ASCE Section 29.5.1) Vert Gust Effect/Force Coefficient,(GCr) = 1.5 (ASCE Section 29.5.1) Projected Area Normal to the Wind,Aror Ar(ft') = Af or A, (Projected Wind Area) Design Lateral Wind Load,F(lbs) = qh(GCr)Af& (ASCE Eq.29.5-2&29.5-3) qh(GCr)Ar LRFD Horiz Force,Fh = 38.0 psf x Af Vert Force,Fv= 30.0 psf x Ar ASD Horiz Force,Fh = 22.8 psf x Af Vert Force,Fv= 18.0 psf x Ar K,or Kh(ASCE Table 29.3-1) Height Exposure B Exposure C Exposure 0 Zft 15 0.57 0.85 1.03 20 0.62 0.90 1.08 25 0.66 0.94 1.12 30 0.70 0.98 1.16 40 0.76 1.04 1.22 s0 0.81 1.09 1.27 60 0.85 1.13 1.31 70 0.89 1.17 1.34 80 0.93 1.21 1.38 90 0.96 1.24 1.40 100 0.99 1.26 1.43 120 1.04 1.31 1.48 140 1.09 1.36 1.52 160 1.13 1.39 1.55 180 1.17 1.43 1.58 200 1.20 1.46 1.61 Descriptb, Dy Date DTR 10/4/2013 cnedea Dae p Wind Loads For Components and Systems ENGINEEIFUNG P'.J_ Scak Sheet No. SE03XC229 Smokey Point N.T.S. Suite 200 lob No. 3 Edmonds,WA 98020 14057.507 2)I-<tLoU' ��i1s �, l f I r_ 16S S rt2 Ili -� I6! ibr 14 i.75 H t� lfufi" F�286►bs le-7 �? ovtt 1�7rrwe- AA-4•rb e- � 4�Gr vNl�1t uSSe Vb�I- p�YkWlyl� x �5fuu� fkK1e ,w1�iKI �Jei� a�rr/` Jk.rMG wiha�t �a.rC,�' C�.I�G�C'�3��� �Z-�(!. 16 7� I Z 1lYc peSel vvtr area 1'dMVa/45 le45 44OP? 61KI, ,`q, e�es��f'7 Greet ha6 f-�Y�w✓JC ecru e S aet2 et 1aC3�f�3H Description I S S By Date - / Checked Date ENGINEERING Scale Sheet No. 250 4th Ave. South Job No. Suite 200 Project ra 3�C2 2� Spa/L I�c i Edmonds,WA 98020 t !� 0`7,56 I� = 52,5 f = I nc pt M - 130ff- c�,u�, (3o�� i 5 �cCa�u e Svnna�l ivta+t �aef �'IY�uY� �er oriD� �rwW�i�t Gq,�cu� ic�,5 IL 1 � J ��r�..� • �J1✓ -Law, �eet wl 5g x 6 i,, 7, 1� + = 3/r4f Description � 5 By Date /�►�Hryu Ma✓ 4 i �� 3 S Checked Date ENGINEERING Scale Sheet No. 250 4th Ave. South project Job No. Suite 200 f�G 3 X G 2 2 . 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DATE: DESCRIPTION: CHV_ SMOKEY POINT F BY: 16404 SMOKEY POINT BLVD ARLINGTON, WA 98223 SITE NUMBER : SE03XC229 Z�L 1--.14 S...IA...... BJT 1/912014 ISSUED DESIGN REVIEW BJT 'Al I I Ll PLANS PREPARED BY: LATITUDE 48.1455442 LONGITUDE -122.185909 B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206-851-1106 GENERAL LOCATION MAP DRIVING DIRECTIONS PROJECT TEAM PROJECT DESCRIPTION DRAWINGINDEX CONTACT TITLE CONTACT INFORMATION DRAWN BY:�CHK.B FROM SPRINT OFFICE IN BELLEVUE WASHINGTON: SPRINT PROPOSES TO INSTALL(3)NEW ANTENNAS KMW DWG DRAWING DESCRIPTION: DWG. DRAWING DESCRIPTION: #ET-X-WM-18-65-8P&(3)NEW SAMSUNG 2.5GH.RRH UNITS. H ST 0.7 MI PROPERTY LARRY G.PREWITT T-1 TITLE SHEET&PROJECT DATA JL BJ 1 HEAD NORTH ON 124TH AVE NE TOWARD NE 12T OWNER: 14721 EVERGREEN WAY 2'TAKE THE RAMP ONTOWA-520 W 0.6 MI STANWOOD,WA 98292 3 TAKE THE INTERSTATE 405 N EXIT TOWARD EVERETT 0.6 MI G-1 GENERAL NOTES 4�MERGE ONTO 1-405 N 14.5 MI 5.TAKE THE INTERSTATE 5 N EXIT TOWARD VANCOUVER BC 0.5 MI -2 LICENSURE: 6.MERGE ONTO 1-5 N 23,0 G GENERAL NOTES MI 7.TAKE EXIT 206 TO MERGE ONTO WA-531 E/172ND ST NE 0.5 MI 8.TURN RIGHT ONTO SMOKEY POINT BLVD OV PROGRAM SPRINT A-1 ERALL SITE PLAN MANAGER: KRIS CONAXIS H 0 1000 124TH AVE NE,SUITE 201 A-11 ENLARGED SITE PLAN BELLEVUE,WA 98005 PHONE:(206)310-6732 A-2 SITE ELEVATION 25114 PROJECT INFORMATION A-3 GENERAL DETAILS CONSTRUCTION SPRINT 37041 PROJECT JIM ZACHARIASEN THIS IS UNSTAFFED AND RESTRICTED EQUIPMENT AND WILL BE MANAGER: 1000 124TH AVE NE,SUITE 201 USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE A-4 ANTENNA PLANS&SCHEDULE BELLEVUE,WA 98005 ZONING INFORMATION PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. PHONE:(425)387-2404 E-1 ELECTRICAL GROUNDING PLAN SITE NUMBER: SE03XC22 SPRINT CERTIFIES THAT THIS TELEPHONE EQUIPMENT FACILITY WILL EQUIPMENT: C SITE NAME: SMOKEY POINT BE SERVICED ONLY BY AT&T EMPLOYEES AND THE WORK CONSULTING B.J.THOMAS,P.E. AS 0 IATED WITH ANY EQUIPMENT CANNOT BE PERFORMED BY A& SITEADDRESS: 16404 SMOKEY POINT BLVD ENGINEER: 7607 80TH AVE NE HASDC C Ty WILL BE FREQUENTED INSTALL(3)NEW ANTENNAS&(3)NEW RRH UNITS. MARYSV 0 N ICAPPED PERSONS.THIS FA ILI ARLINGTON,WA 98223 ILLE,WA 98270 NLY BY SERVICE PERSONNEL FOR REPAIR PURPOSES.PURSUANT AWL PARCEL#: 3105290010i 500 MOBILE#'206-851-1106 TO THE AMERICANS WITH DISABILITIES ACT(ADA),APPENDIX B 4 CURRENTZONING: TBD SECTION 4.11.(5)(B),THIS FACILITY IS EXEMPT FROM THAT ACT. VICINITY MAP JURISDICTION: CITY OF ARLINGTON SITE TELCOPACIFIC NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. CALL 3 VvORKNG DAYS BEFORE YOU D(G DRAWING INFORMATION: GOVERNING CODE: 2012 IBC ACQUISITION: BARBARA CHANEY NO WASTE WATER OR SOLID WASTE WILL BE GENERATED AT THIS DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY 14636 NE 95TH STREET LOCATION. ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY 1-800424-5555 ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS REDMOND,WA 98052 168111�NE 168th St NE BUILDING TYPE: PHONE#:206-310-0477 SPRINT MAINTENANCE CREW(ONE PERSON)WILL MAKE AN Un=UNDERGROUND LOCAnONCENrER DRAWING ARE SUPERSEDED BY THE LATEST REVISION. SITE TYPE: UNSTAFFED TELECOMM FACILITY AVERAGE OF ONE TRIP PER MONTH AT ONE HOUR PER TRIP. THE INFORMATION CONTAINED IN THIS SET OF (IRMTNDORWA) DOCUMENTS IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED ZONING: TELCOPACIFIC L�l I --- p__ T IS STRICTLY PROHIBITED. UTILITY PURVEYOR BARBARACHANEY CODE COMPLIANCE CLIEN 14636 NE 95TH STREET s�­p POWER COMPANY SNOPUD REDMOND,WA 98052 ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN DRAWING TITLE. PHONE M 206-310-0477 ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. APPROVAL/SIGN OFF OF CONSTRUCTION DRAWINGS A.d­ftlf�­P, TELCO COMPANY: FRONTIER H.—.— NOTHING ON THESE PLANS IS TO BE CONSTRUCTED TO PERMIT Th—,, WORK NOT CONFORMING TO THESE CODES: REVIEWERS SHALL CLEARLYP-CE NITIALSADIACENTTO EACH REDLINE NOTEAS 4 LEGAL DESCRIPTION 2 12�NT RN DRAWINGS ARE BEING REVIEWED. TITLE SHEET 0 1 E AT:ONAL BUILDING CODE CONSULTANT GROUP SIGN OFF 20 2 NTERNATONAL MECHANICAL CODE SEC 29 TWP 31 RGE 05SI/3 OF S1/2 OF SEI/4 NE1/4 LY E OF S/HY EXC 2012 INTERNATIONAL FUEL GAS CODE LANDLORD'S REPRESEN TIVE DATE E 490.18FT THOF AKA LOT 2 OF RALPH&MARY NONTYS BSP REC VOL 2012 NFPA 54-NATIONAL FUEL GAS CODE I C­�f—h 1 OF BSP'S PG 208 AF NO 9009125003 (PROPANE INSTALLATIONS ONLY) CONSTRUCT ON MANAGER: DATE: DRAWING NUMBER: 2011 NFPA 58-LIQUEFIED PETROLEUM GAS CODE CONSTRUCTION PROJECT MANAGER: DATE: -d (PROPANE INSTALLATIONS ONLY) PROJECT MANAGER: DATE: 2012 INTERNATIONAL FIRE CODE 201 2 UNIFORM PLUMBING CODE SITE ACQUISITION: DATE 2011 NATI ONAL ELECTRICAL CODE 2007 NAT ONAL ELECTRIC SAFETY CODE ZONING: DATE: LOCAL BUILDING CODE ORDINANCES ANSI I TIA I EIA-222-G RF ENGINEER: DATE NFPA-101-LIFE SAFETY CODE Tml STRUCTURAL STEEL NOTES: WEATHERPROOFING NOTES: ELECTRICAL NOTES: NN 1. ALL STEELWORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC MANUAL OF STEEL STANDARD CONSTRUCTION SPECIFICATIONS FOR WIRELESS SITES 1. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK INDICATED.ANY/ALL CONSTRUCTION SHALL BE IN CONSTRUCTION.STEEL SECTIONS SHALL BE IN ACCORDANCE WITH ASTM AS INDICATED BELOW: ACCORDANCE W/DRAWINGS AND ANY/ALL APPLICABLE SPECIFICATIONS.IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH THESE 3.6 WEATHERPROOFING CONNECTORS AND GROUND KITS* REQUIREMENTS,CONTRACTOR SHALL NOTIFY'CONSTRUCTION MANAGER'AS SOON AS POSSIBLE,AFTER THE DISCOVERY OF THE PROBLEMS, Sprint' W-SHAPES:ASTM A992,50 KSI A. ALL CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED USING BUTYL RUBBER WEATHERPROOFING AND TAPE.THIS AND SHALL NOT PROCEED WITH THAT PORTION OF WORK,UNTIL THE'CONSTRUCTION MANAGER'HAS DIRECTED THE CORRECTIVE ACTIONS TO ANGLES,BARS CHANNELS ASTM A36,36 KSI INSTALLATION MUST BE DONE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION OR As SHOWN ON THE BE TAKEN. HSS SECTIONS::ASTM 500,46 KSI CONSTRUCTION DRAWINGS(WHICHEVER IS GREATER).IF NO DIRECTION IS PROVIDED,WEATHERPROOFING MUST BE DONE PER PIPE SECTIONS ASTM A53-E,35 KSI THE FOLLOWING INSTRUCTIONS. 2. ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ANY/ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF.ALL EXISTING CONDITIONS OF ELECTRICAL EQUIP.,LIGHT PROJECT INFORMATION: 2. ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED. 1. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE ENCOMPASSED INTO COLD SHRINK AND COMPLETELY WRAPPED FIXTURES,ETC.,THAT ARE PART OF THE FINAL SYSTEM,SHALL BE VERIFIED BY THE CONTRACTOR,PRIOR TO THE SUBMITTAL OF HIS BID WITH 2 INCH WIDE ELECTRICAL TAPE OVERLAPPING EACH ROW BY APPROXIMATELY YVAND EXTENDING PAST THE CONNECTION FAILURE To COMPLY WITH THIS PARAGRAPH WILL IN NO WAY RELIEVE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A 3. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC. BY TWO INCHES AS DISCUSSED BELOW;OR COMPLETE AND WORKING SYSTEM. WHERE FILLET WELD SIZES ARE NOT SHOWN,PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC SMOKEY POINT "MANUAL OF STEEL CONSTRUCTION".PAINTED SURFACES SHALL BE TOUCHED UP. 2.THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH LAYERS OF ELECTRICAUBUTYL 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL CODES AND LOCAL ORDINANCES OF THE RUBBER/ELECTRICAL TAPE AS DISCUSSED BELOW;OR LOCAL POWER&TELEPHONE COMPANIES HAVING JURISDICTION AND SHALL INCLUDED BUT NOT BE LIMITED TO: SE03XC229 4. NON-STURCUTRAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"0 ASTM A 307 BOLTS UNLESS NOTED OTHERWISE.. 3.THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH TWO LAYERS OF 1.5 INCH WIDE A.ILL-UNDERWRITERS LABORATORIES SELF-AMALGAMATING TAPE COVERED WITH TWO LAYERS OF ELECTRICAL TAPE AS DISCUSSED BELOW. B NEC--NATIONAL ELECTRICAL CODE 16404 SMOKEY POINT BLVD 5. FIELD MODIFICATIONS ARE TO BE COATED WITH ZINC ENRICHED PAINT. C NEMA—NATIONAL ELECTRICAL MANUFACTURERS ASSOC. ARLINGTON,WA 98223 B. COLD SHRINK INSTALLATION PROCEDURE' D.OSHA-OCCUPATIONAL SAFETY AND HEALTH ACT E.IBC--INTERNATIONAL BUILDING CODE 1. REQUIRED MATERIAL:COLD SHRINK TUBE,SPACERS AS NEEDED,BLACK ELECTRICAL TAPE-2 INCHES WIDE. F.NFPA-NATIONAL FIRE CODES ISSUED FOR: STRUCTURAL CONCRETE NOTES: 4. DO NOT SCALE ELECTRICAL DRAWINGS,REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT,AND CONFIRM 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301-05,ACI 318-05 AND THE SPECIFICATION 2. REQUIRED TOOLS:KNIFE AND TAPE MEASURE WITH'CONSTRUCTION MANAGETANY SIZES AND AND LOCATIONS WHEN NEEDED. BUILDING PERMIT FOR CAST-IN-PLACE CONCRETE. STEP 1:THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE ALL GREASE AND DIRT. 5. EXISTING SERVICES'CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN PERMISSION OF THE OWNER. MARK THE MAIN FEED(LARGER DIAMETER)COAXIAL CABLE AT LEAST TWO INCHES ABOVE THE CONNECTION AS THE SPECIFIED REVISION HISTORY: 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH fe=3,000 PSI AT 28 DAYS UNLESS NOTED START DIMENSION FOR THE COLD SHRINK. 6. CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS,FEES,INSPECTIONS AND TESTING.CONTRACTOR IS TO OBTAIN PERMITS AND APPROVED CHK. OTHERWISE SUBMITTALS PRIOR TO THE WORK BEGINNING OR ORDERING EQUIPMENT. NO. DATE: DESCRIPTION: BY: STEP 2:SLIDE THE COLD SHRINK TUBE OVER THE PRE-CONNECTORIZED END OF THE LARGER DIAMETER COAXIAL CABLE PRIOR 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615,GRADE 60,DEFORMED UNLESS NOTED OTHERWISE. TO MAT,NG CONNECTOR INTERFACES.MAKE THE CONNECTION. 7. THE TERM"PROVIDE"USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS,INDICATES THAT THE CONTRACTOR SHALL FURNISH AND WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED STEP 3:REMOVE WAX PAPER FROM A SPACER HALF AND PRESS ONTO COAXIAL CABLE DIRECTLY BEHIND THE CONNECTOR. INSTALL. OTHERWISE.SPLICES CLASS"B"AND ALL HOOKS SHALL BE STANDARD UNLESS NOTED OTHERWISE. REMOVE THE WAX PAPER FROM THE OTHER SPACER HALF AND ALIGN THE TWO SPACER HALVES WITH ADHESIVE PORTIONS FACING EACH OTHER.PRESS THE SPACER HALVES TOGETHER.THE SPACER WILL BE PLACED NEXT TO THE CONNECTOR ON 8. CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS SUCH AS THE:LUG SIZE RESTRICTIONS,CONDUIT 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN THE SMALLER DIAMETER COAXIAL CABLE SIDE. ENTRY,SIZE OF TRANSFORMERS,SCHEDULED DOWNTIME FOR THE OWNERS'CONFIRMATION,ETC.ANY/ALL CONFLICTS SHALL BE BROUGHT TO OTHERWISE ON DRAWINGS: THE ATTENTION OF THE CONSTRUCTION MANAGER,PRIOR TO BEGINNING ANY WORK. STEP 4 SLIDE THE COLD SHRINK TUBE OVER THE CONNECTION TO THE SPECIFIED START DIMENSION MARK.HOLD THE COLD CONCRETE CAST AGAINST EARTH...............3 IN. SHRINK TUBE AND COAXIAL CABLE IN ONE HAND SO THAT THE EDGE OF COLD SHRINK TUBE IS IN LINE WITH THE MARK. S. MINIMUM WIRE SIZE SHALL BE#12 AWG,NOT INCLUDING CONTROL WIRING,UNLESS NOTED OTHERWISE.ALL CONDUCTORS SHALL BE COPPER CONCRETE EXPOSED TO EARTH OR WEATHER: STEP 5:WITH YOUR FREE HAND,BEGIN REMOVING COLD SHRINK TUBE CORE.THE CORE WILL BE REMOVED BY UNWINDING IN A WITH THWN INSULATION. #6 AND LARGER...............2 IN. COUNTERCLOCKWISE DIRECTION WHILE LIGHTLY PULLING THE ATTACHED CORD AWAY FROM THE TUBE. 10. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS,CAST ALLOY WITH THREADED HUBS IN WET/DAMP LOCATIONS AND SPECIAL #5 AND SMALLER&WWF...............11/2 IN. STEP 6:USE BOTH HANDS TO CONTINUE THE UNWINDING PROCESS AS THE COLD SHRINK TUBE BEGINS TO COLLAPSE INTO ENCLOSURES FOR OTHER CLASSIFIED AREAS. POSITION.CONTINUE THE UNWINDING PROCESS UNTIL THE CORE IS COMPLETELY REMOVED AND THE COLD SHRINK TUBE IS CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: INSTALLED. 11. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION.CONTRACTOR IS EXPECTED TO FURNISH AND SLAB AND WALL 3/4 IN. INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER BEAMS AND COLUMNS...............1 1/2 IN. STEP 7'EXCESS COLD SHRINK TUBE EXTENDING TWO INCHES BEYOND THE SPACER HALVES CAN BE REMOVED OR LEFT IN WORKING ORDER. 5. A 3/4"CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE U.N.O.IN ACCORDANCE WITH PLACE.EXCESS COLD SHRINK TUBE CAN BE CAREFULLY CUT OFF WITH A KNIFE. Z�L 1--20111 SHEET A-ADDED BJT STEP 8:WRAP OVER THE COLD SHRINK TUBE WITH ONE LAYER OF BLACK ELECTRICAL TAPE 2 INCH WIDTH OVERLAPPING EACH 12. ELECTRICAL SYSTEM SHALL BE AS COMPLETELY AND EFFECTIVELY GROUNDED,AS REQUIRED BY SPECIFICATION,SET FORTH BY SPRINT. ACI 301 SECTION 4.2.4 ROW BY 1/2 INCH.THIS TOP LAYER MUST BE WRAPPED USING A SHINGLED EFFECT.THE LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED AND 13. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS,WORKMANLIKE MANNER.THE COMPLETED 1-.14 ISSUED DESIGN REVIEW JT 6. HOLES TO RECEIVE EXPANSIONIWEDGE ANCHORS SHALL BE 1/8"LARGER IN DIAMETER THAN THE ANCHOR NOT ALLOWED TO COLLECT AND POOL.THIS TOP LAYER OF ELECTRICAL TAPE MUST EXTEND TWO INCHES(THE TAPE WIDTH) SYSTEM SHALL BE FULL OPERATIVE AND SUBJECT TO REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION MANAGER. BOLT,DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT PAST THE COLD SHRINK TUBE ONTO THE UNDERLYING CABLE.TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS DEPTH OR AS SHOWN ON THE DRAWINGS.LOCATE AND AVOID CUTTING EXISTING REBAR WHEN DRILLING ARE PRESENT.TAPE SHALL BE CUT WITH A SHARP KNIFE. 14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. PLANS PREPARED BY: HOLES IN ELEVATED CONCRETE SLABS. C, BUTYL RUBBER TAPE INSTALLATION PROCEDURE' 15. CONTRACTOR SHALL GUARANTEE ANYIALL MATERIALS AND WORK FREE FROM DEFECTS OR A PERIOD OF NOT LESS THAN ONE YEAR FROM 7. USE AND INSTALLATION OF CONCRETE EXPANSIONIWEDGE ANCHOR,SHALL BE PER ICBO&MANUFACTURER'S DATE OF ACCEPTANCE. B. J. THOMAS, P.E. WRITTEN RECOMMENDED PROCEDURES. 1. REQUIRED MATERIAL:BLACK ELECTRICAL TAPE-2 INCH WIDE AND BUTYL RUBBER TAPE 2 TO 3 INCHES WIDE. 16. THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE AND SHALL INCLUDE THE REPLACEMENT OF 7607 80TH AVE NE 2. REQUIRED TOOLS:KNIFE OR SCISSORS. THE REPAIR OF ANY OTHER PHASE OF THE INSTALLATION,WHICH MAY HAVE BEEN DAMAGED THEREIN. MARYSVILLE, WA 98270 STEP 1:THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE ALL GREASE AND DIRT 17. ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LOSS AND ANY/ALL PROPERTY CONCRETE MASONRY NOTES: WRAP CONNECTOR/GROUND KIT WITH TWO LAYERS OF BLACK ELECTRICAL TAPE-2 INCH WIDTH OVERLAPPING EACH ROW By DAMAGE FOR THE DURATION OF WORK. 206-851-1106 APPROXIMATELY 1/2 INCH.THESE LAYERS OF TAPE MUST BE WRAPPED TIGHT ENOUGH SO THAT NO VOIDS OR AIR PACKETS ARE 18. PROVIDE AND INSTALL CONDUIT,CONDUCTORS,PULL WIRES,BOXES,COVER PLATES AND DEVICES FOR ALL OUTLETS AS INDICATED. PRESENT AND MUST EXTEND ONE INCH PAST THE CONNECTOR/GROUND KIT ON EACH SIDE.TWO ROWS SHALL BE APPLIED,ONE 1. CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C90,GRADE N-1, IN EACH DIRECTION,WITH THE TOP ROW SHINGLED TO PROMOTE WATER RUNOFF. DRAWN BY:�CHK.BY (F'M=1 500 PS).MEDIUM WEIGHT(115 PCF). 19. DITCHING AND BACK FILL:CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT AND/OR CABLES INCLUDING STEP 2*WRAP CONNECTOR/GROUND KIT WITH ONE LAYER OF BUTYL RUBBER TAPE(2 TO 3 INCHES WIDTH)OVER THE BLACK EXCAVATION AND BACKFILLING AND COMPACTION.REFER TO NOTESAND REQUIREMENTS,EXCAVATION,AND BACKFILLING. 2. MORTAR SHALL BE TYPE"S"(MINIMUM 1,800 PSI AT 28 DAYS). ELECTRICAL TAPE OVERLAPPING EACH ROW BY APPROXIMATELY 1/2 INCH.THE BUTYL RUBBER TAPE MUST EXTEND 2 TO 3 1 NCHES(THE TAPE WIDTH)PAST THE ELECTRICAL TAPE AND COME IN GOOD CONTACT WITH THE UNDERLYING CABLE.ON 20. MATERIALS,PRODUCTS AND EQUIPMENT,INCLUDING ALL COMPONENTS THEREOF,SHALL BE NEW AND SHALL APPEAR ON THE LIST OF U.L. JL B 3. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRNGTH OF 3,000 PSI AT 28 DAYS. CONNECTORS,WHEN WEATHERPROOFING FROM THE MAIN LINE TO THE JUMPER,BUILD UP THIS AREA WITH EXTRA BUTYL APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF THE NEC,NEMAAND IEEE. RUBBER TAPE TO INSURE A SMOOTH TRANSITION FREE OF VOIDS AND AIR PACKETS DOWN TO THE SMALLER DIAMETER CABLE. 4. ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS AND ALL CELLS IN RETAINING WALLS 21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF ANY/ALL LIGHTING FIXTURES,SWITCHES AND LICENSURE: AND WALLS BELOW GRADE SHALL BE SOLID GROUTED. STEP 3:WRAP CONNECTOR/GROUND KIT WITH TWO LAYERS OF BLACK ELECTRICAL TAPE 2 INCH WIDTH OVERLAPPING EACH ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE CONSTRUCTION MANAGER PRIOR TO INSTALLATION. ROW BY 1 INCH.THESE LAST TWO LAYERS MUST BE WRAPPED USING A SHINGLED EFFECT.THE TOP LAYER SHALL BE WRAPPED 5. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR LINTEL BEAM UNITS. So THAT THE ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE 22. ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY AND SHALL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL.THESE TOP LAYERS OF ELECTRICAL TAPE MUST EXTEND TWO INCHES INCLUDED IN THE COST FOR WORK AND PERFORMED TO THE SATISFACTION OF THE'CONSTRUCTION MANAGER'UPON FINAL ACCEPTANCE. H 0 6. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER,HORIZONTAL CONSTRUCTION JOINTS SHALL BE (THE TAPE WIDTH)PAST THE BUTYL RUBBER TAPE ONTO THE UNDERLYING CABLE. FORM ED BY STOPPING TH E GROUT POU R 1-1/2"BELOW TOP OF TH E UPP ERMOST UNIT. ALL LAYERS OF TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT.THE LAST WRAP OF TAPE SHALL 23. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN DIRECTORIES.ALL ELECTRICAL WIRING SHALL BE THE '25114 7. ALL BOND BEAM BLOCK SHALL BE"DEEP CUT"UNITS. NOT BE PULLED OR STRETCHED.ALL TAPE SHALL BE CUT WITH A SHARP KNIFE OR SCISSORS. RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. D� SELF-AMALGAMATING TAPE INSTALLATION PROCEDURE 24. DISCONNECT SWITCHES SHALL BE H.P.RATED HEAVY-DUTY,QUICK-MAKE AND QUICK-BREAK ENCLOSURES,AS REQUIRED BY EXPOSURE TYPE. 8. PROVIDE INSPECTION AND CLEAN-OUT HOLES AT BASE OF VERTICAL CELLS HAVING GROUT LIFTS IN EXCESS 3704 OF 4'-0"OF HEIGHT. 1. REQUIRED MATERIAL:SELF-AMALGAMATING TAPE-1.5 INCHES WIDE AND BLACK ELECTRICAL TAPE-2 INCHES WIDE. 25. ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF AN ANTI-OXIDE COMPOUND SUCH AS"NO-OXIDE A"BY DEARBORNE IS C HEMICAL CO.COAT ALL WIRE SURFACES BEFORE CONNECTING.EXPOSED COPPER SURFACES,INCLUDING GROUND BARS,SHALL BE 9. ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR. 2. REQUIRED TOOLS:KNIFE OR SCISSORS. TREATED-NO SUBSTITUTIONS. 10. CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. 26. REACIEWAYS:CONDUIT SHALL BE SCHEDULE 40 PVC MEETING OR EXCEEDING NEMA TC2-1990.CONTRACTOR SHALL PLUG AND CAP EACH END STEP 1:THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE ALL GREASE AND OF SPARE AND EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS-200 LBS TEST POLYETHYLENE CORD.ALL CONDUIT BENDS EQUIPME 11. REINFORCING BARS-SEE NOTES UNDER"STRUCTURAL CONCRETE NOTES"FOR REQUIREMENTS. DIRT. SHALL BE A MINIMUM OF 2 FT.RADIUS.RGS CONDUITS WHEN SPECIFIED,SHALL MEET UL-6 FOR GALVANIZED STEEL.ALL FITTINGS SHALL BE STEP 2:START WRAPPING SELF-AMALGAMATING TAPE ON THE CABLE AT LEAST 2 INCHES FROM THE CONNECTORIGROUND KIT. SUITABLE FOR USE WITH THREADED RIGID CONDUIT.COAT ALL THREADS WITH IBRITE ZINC,OR'GOLD CALVI. INSTALL(3)NEW ANTENNAS&(3)NEW RRH UNITS. 12. PROVIDE ONE BAR DIAMETER(A MINIMUM OF 1/2")GROUT BETWEEN MAIN REINFORCING AND MASONRY MAKE SURE TAPE IS STRETCHED TIGHT DURING THIS APPLICATION. UNITS. 27. SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. STEP 3 WHILE STRETCHING TAPE,MAKE ONE WRAP OF THE TAPE AROUND THE CABLE,MAKING SURE THE TAPE IS WRAPPED 13. LOW LIFT CONSTRUCTION,MAXIMUM GROUT POUR HEIGHT IS 4 FEET. ONTO ITSELF.THE TAPE WILL ONLY ADHERE TO ITSELF. 28. CONDUCTORS:CONTRACTOR SHALL USE 98%CONDUCTIVITY COPPER WITH TYPE THWN INSULATION,600 VOLT,COLOR CODED.USE SOLID 14. HIGH LIFT GROUTED CONSTRUCTION MAY BE USED IN CONFORMANCE WITH PROJECT SPECIFICATIONS AND STEP 4:CONTINUE WRAPPING THE CABLE AND CONNECTOR/GROUND KIT USING HALF OVERLAP(0.75 INCH WIDE)LAYERS. CONDUCTORS FOR WIRE UP TO AND INCLUDING NO.8 AWG.USE STRANDED CONDUCTORS FOR WIRE ABOVE NO.8 AWG. DRAWING INFORMATION: SECTION 2104.6.1 OF U.B.C. STEP 5'WRAP OVER AND PAST THE CONNECTORIGROUND KIT AT LEAST 2 INCHES. 29. CONNECTORS FOR POWER CONDUCTORS:CONTRACTOR SHALL USE PRESSURE TYPE INSULATED TWIST-ON CONNECTORSFOR NO.10AWG DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY AND SMALLER.USE SOLDERLESS MECHANICAL TERMINAL LUGS FOR NO.8 AWG AND LARGER. ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY 15. ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT,EXCEPT AS NOTEED IN THE STEP 6:TO TERMINATE THE SELF-AMALGAMATING TAPE,WRAP THE TAPE AT LEAST ONE FULL ROUND OVER THE CABLE ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS DRAWINGS OR SPECIFICATIONS. STRETCHING THE TAPE TIGHT.CUT THE TAPE USING KNIFE OR SCISSORS AND APPLY THE LOOSE END TO THE UNDERLYING 30. SERVICE 240/12OV,SINGLE PHASE,3 WIRE CONNECTIONS AVAILABLE FROM UTILITY COMPANY.OWNER OR OWNERS AGENT WILL APPLY FOR DRAWING ARE SUPERSEDED BY THE LATEST REVISION. SELF-AMALGAMATING TAPE USING THUMB PRESSURE. POWER. THE INFORMATION CONTAINED IN THIS SET OF 16. CELLS SHALL BE IN VERTICAL ALIGNMENT,DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITH CORES STEP 7 TWO ROWS OF SELF-AMALGAMATING TAPE SHALL BE APPLIED IN THIS MANNER,IN ALTERNATING DIRECTIONS.THE TOP DOCUMENTS IS PROPRIETARY BY NATURE.ANY USE OR CONTAINING REINFORCING STEEL. LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN AN UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE 31. TELEPHONE SERVICE:CONTRACTOR SHALL PROVIDE EMPTY CONDUITS WITH PULL STRINGS AS INDICATED ON DRAWINGS. DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED SO WATER WILL BE REPELLED. CLIENT IS STRICTLY PROHIBITED. 17. REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE AND HEIGHT OF UNITS,LAYING PATTER AND JOINT 32. ELECTRICAL AND TELCO RACEWAYS TO BE BURIED A MINIMUM OF 2'DEPTH. TYPE. STEP 8 WRAP OVER SELF-AMALGAMATING TAPE WITH TWO LAYERS OF BLACK ELECTRICAL TAPE-2 INCH WIDTH OVERLAPPING DRAWING TITLE. EACH ROW BY I INCH.THESE TOP TWO LAYERS MUST ALSO BE WRAPPED USING A SHINGLED EFFECT.THE LAYERS SHALL BE 33. CONTRACTOR SHALL PLACETWO LENGTHS OFWARNING TAPEATADEPTH OF 12"BELOW GROUND AND DIRECTLYABOVE ELECTRICALAND 18. SAND SHALL BE CLEAN,SHARP AND WELL GRADED,FREE FROM INJURIOUS AMOUNTS OF DUST,LUMPS, WRAPPED SO THAT THE ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL TELCO SERVICE CONDUITS.CAUTIONS TAPE TO READ"CAUTION BURIED ELECTRIC"OR"BURIED TELECOM". S HALE,ALKALI OR ORGANIC MATERIAL. BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL.THESE TOP LAYERS OF ELECTRICAL TAPE MUST EXTEND TWO INCHES(THE TAPE WIDTH)PAST THE SELF-AMALGAMATING TAPE ONTO THE UNDERLYING CABLE.ALL LAYERS OF TAPE SHALL 34. ALL BOLTS SHALL BE STAINLESS STEEL. 19. BRICK SHALL CONFORM TO ASTM C-62 AND SHALL BE GRADE MW OR BETTER. BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT.THE LAST WRAP OF TAPE SHALL NOT BE PULLED OR STRETCHED.ALL TAPE SHALL BE CUT WITH A SHARP KNIFE OR SCISSORS. GENERAL NOTES DRAWING NUMBER: Gml GENERAL CONSTRUCTION NOTES: SITE WORK NOTES: FOUNDATION, EXCAVATION AND BACKFILL NOTES: NN 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE,THE LATEST EDITION AND ALL 1. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES,UNLESS OTHERWISE NOTED. 1. ALL FINAL GRADED SLOPES SHALL BE A MAXIMUM OF 3 HORIZONTAL TO 1 VERTICAL. OTHER APPLICABLE CODES AND ORDINANCES. 2. Do NOT SCALE BUILDING DIMENSIONS FROM DRAWING. 2. ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE SHALL BE OF UNDISTURBED SOILS,SUBSTANTIALLY Splrint>� 2. CONTRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE WITH THESE DRAWINGS AND SPRINT INTEGRATED HORIZONTAL AND FREE FROM ANY LOOSE,UNSUITABLE MATERIAL OR FROZEN SOILS,AND WITHOUT THE PRESENCE OF CONSTRUCTION STANDARDS FOR WIRELESS SITES(LATEST REVISION)THE SPECIFICATION IS THE RULING 3. SIZE,LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL BE ACCURATELY NOTED AND POUNDING WATER.DIEWATERING FOR EXCESS GROUND WATER SHALL BE PROVIDED WHEN REQUIRED.COMPACTION OF DOCUMENT AND ANY DISCREPANCIES BETWEEN THE SPECIFICATION AND THESE DRAWINGS SHOULD BE BROUGHT PLACED ON AS-BUILT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO ARCHITECTIENGINEER AT COMPLETION OF SOILS UNDER CONCRETE PAD FOUNDATIONS SHALL NOT BE LESS THAN 95%OF THE MODIFIED PROCTOR MAXIMUM DRY To THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. PROJECT DENSITY FOR THE SOIL IN ACCORDANCE WITH ASTM D1557. -PROJECT INFORMATION: 3. CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE 4. ALL EXISTING UTILITIES,FACILITIES,CONDITIONS AND THEIR DIMENSIONS SHOWN ON PLANS HAVE BEEN PLOTTED FROM 3. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL.IF INADEQUATE BEARING PROPOSED WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF.FIELD CONDITIONS AND DIMENSIONS AVAILABLE RECORDS.THE ENGINEER AND OWNER ASSUME NOT RESPONSIBILITY WHATSOEVER AS TO THE SUFFICIENCY CAPACITY IS REACHED AT THE DESIGNED EXCAVATION DEPTH,THE UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH OR ACCURACY OF THE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. FULL DEPTH AND EITHER BE REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION SHALL CONSTRUCTION.ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL EXISTING UTILITIES AND FACILITIES BE FILLED WITH CONCRETE OF THE SAME TYPE SPECIFIED FOR THE FOUNDATION.CRUSHED STONE MAY BE USED TO SMOKEY POINT COMMENCEMENT OF WORK.NO COMPENSATION WILL BE AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF PRIOR TO START OF CONSTRUCTION.CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED STABILIZE THE BOTTOM OF THE EXCAVATION.ANY STONE SUB BASE MATERIAL,IF USED,SHALL NOT SUBSTITUTE FOR FIELD CONDITIONS. INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING EXISTING UTILITIES. REQUIRED THICKNESS OF CONCRETE. SE03XC229 4. THESE DRAWINGS SHOW THE COMPLETED PROJECT ONLY AND DO NOT INCLUDE COMPONENTS THAT MAY BE 5. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO START OF 4. ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION,TRASH,DEBRIS,AND SO FORTH PRIOR NECESSARY FOR CONSTRUCTION SAFETY. CONSTRUCTION.ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLANS SHALL BE IMMEDIATELY TO BACK FILLING.BACK FILL SHALL CONSIST OF APPROVED MATERIALS SUCH AS EARTH,LOAM SANDY CLAY,SAND AND 16404 SMOKEY POINT BLVD REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLUTION AND INSTRUCTION,AND NO FURTHER WORK SHALL BE GRAVEL,OR SOFT SHALE,FREE FROM CLODS OR LARGE STONES OVER 2112"MAX DIMENSIONS.ALL BACK FILL SHALL BE ARLINGTON,WA 98223 5. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY WORK.ALL PERFORMED UNTIL THE DISCREPANCY IS CHECKED AND CORRECTED BY THE ARCHITECT/ENGINEER.FAILURE TO SECURE PLACED IN COMPACTED LAYERS. DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS/HER OWN RISK AND EXPENSE. MUST BE VERIFIED. 5. ALL FILL MATERIALS AND FOUNDATION BACK FILL SHALL BE PLACED MAXIMUM 6"THICK LIFTS BEFORE COMPACTION.EACH ISSUED FO 6. CONTRACTOR SHALL CALL LOCAL DIGGER HOT LINE FOR UTILITY LOCATIONS 48 HOURS PRIOR TO START OF LIFT SHALL BE WETTED IF REQUIRED AND COMPACTED TO NOT LESS THAN 95%OF THE MODIFIED PROCTOR MAXIMUM DRY 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,THE CONTRACTOR SHALL CONSTRUCTION. DENSITY FOR SOIL IN ACCORDANCE WITH ASTM D1557. PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY TRK ENGINEERING LTD. 7.ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED BY CONSTRUCTION SHALL BE 6. NEWLY PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 HIRS PRIOR TO BACK FILLING. BUILDING PERMIT 7. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS,ELECTRICAL ADJUSTED TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK. LINES,AND ANTENNA CABLES. 7. FINISHED GRADING SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE AND PREVENT STANDING WATER.THE FINAL(FINISH) REVISION HISTORY: 8. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE AND IS TO FEATHER INTOEXISTING ELEVATION OF SLAB FOUNDATIONS SHALL SLOPE AWAY IN ALL DIRECTIONS FROM THE CENTER.FINISH GRADE OF CONCRETE CHK. 8. ROUTING OF ALL CONDUITS,CABLES,CABLE TRAY,ETC.IS INDICATED AS PROPOSED LOCATIONS ONLY.CONFIRM GRADES AT THE GRADING LIMITS. PADS SHALL BE A MAXIMUM OF 4 INCHES ABOVE FINAL FINISH GRADE ELEVATIONS.PROVIDE SURFACE FILL GRAVEL TO NO. DATE: DESCRIPTION: BY: THE EXACT ROUTING WITH THE ON-SITE CONSTRUCTION MANAGER PRIOR TO THE START OF WORK ESTABLISH SPECIFIED ELEVATIONS WHERE REQUIRED. S. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS,UTILITIES,ETC.,SHALL BE PROPERLY LAID 9. THE GENERAL CONTRACTOR SHALL ENSURE THE STABILITY OF THE STRUCTURAL COMPONENTS AND THE BACK OR BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION(OSHA) 8. NEWLY GRADED SURFACE AREAS TO RECEIVE GRAVEL SHALL BE COVERED WITH GEOTEXTILE FABRIC TYPE:TYPAR�3401 AS STRUCTURE AS A WHOLE DURING ALL STAGES BY TEMPORARILY SUPPORTING AND BRACING AS NECESSARY UNTIL REQUIREMENTS. MANUFACTURED BY"CONSTRUCTION MATERIAL 1-800-239-3841"OR AN APPROVED EQUIVALENT,SHOWN ON PLANS.THE COMPLETION OF THE PROJECT. GEOTEXTILE FABRIC SHALL BE BLACK IN COLOR TO CONTROL THE RECURRENCE OF VEGETATIVE GROWTH AND EXTEND TO 10. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 95%OF MAXIMUM STANDARD PROCTOR DRY WITHIN I FOOT OUTSIDE THE SITE FENCING OR ELECTRICAL GROUNDING SYSTEM PERIMETER WHICH EVER IS GREATER.ALL 10. THE USE OF THESE DRAWINGS IS STRICTLY LIMITED TO THE INSTRUCTION NOTED IN THE REVISION BLOCK OF THESE DENSITY. FABRIC SHALL BE COVERED WITH A MINIMUM OF 4"DEEP COMPACTED STONE OR GRAVEL AS SPECIFIED.I.E.FOOT TYPE No.57 DRAWINGS AND SHALL BE USED FOR CONSTRUCTION ONLY WHEN THE DRAWING HAS BEEN"ISSUED FOR FOR FENCED COMPOUND;FOOT TYPE No.67 FOR ACCESS DRIVE AREA. CONSTRUCTION". 11. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVED BY FILLING WITH APPROVED CLEAN FILL AND COMPACTED TO 95%OF STANDARD PROCTOR DENSITY. 9. IN ALL AREAS TO RECEIVE FILL,REMOVE ALL VEGETATION,TOPSOIL,DEBRIS,WET AND UNSATISFACTORY SOIL MATERIALS, 11. DETAILS ARE INTENDED TO SHOW DESIGN INTENT.MODIFICATIONS MAYBE REQUIRED TO SUIT JOB DIMENSIONS OR OBSTRUCTIONS,AND DELETERIOUS MATERIALS FROM GROUND SURFACE.PLOW STRIP OR BREAK UP SLOPED SURFACES CONDITIONS,AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. 12. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS.THE LIFTS THICKNESS SHOULD NOT EXCEED THAT WHICH CAN BE PROPERLY STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SUCH THAT FILL MATERIAL WILL BIND WITH EXISTING/PREPARED SOIL SURFACE. COMPACTED THROUGHOUT ITS ENTIRE DEPTH WITH THE EQUIPMENT AVAILABLE. 12. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING,AND SHALL RECEIVE IN WRITING AUTHORIZATION TO 10. WHEN SUB GRADE OR PREPARED GROUND SURFACE HAS A DENSITY LESS THAN THAT REQUIRED FOR THE FILL MATERIAL, PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT 13. ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL TO 1 VERTICAL SHALL BE PROPERLY SCARIFY THE GROUND SURFACE TO DEPTH REQUIRED,PULVERIZE,MOISTURE-CONDITION AND/OR AERATE THE SOILS AND DOCUMENTS. BENCHED INTO THE EXISTING SLOPE AS DIRECTED BY A GEOTECHNICAL ENGINEER. RE-COMPACT TO THE REQUIRED DENSITY PRIOR TO PLACEMENT OF FILLS. 13. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS AND ATTENTION. 14. CONTRACTOR SHALL CLEAN ENTIRE SITE AFTER CONSTRUCTION SUCH THAT NO PAPERS,THRASH,WEEDS,BRUSH OR 11. IN AREAS WHICH EXISTING GRAVEL SURFACING IS REMOVED OR DISTURBED DURING CONSTRUCTION OPERATIONS,REPLACE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES ANY OTHER DEPOSITS WILL REMAIN.ALL MATERIALS COLLECTED DURING CLEANING OPERATIONS SHALL BE DISPOSED OF GRAVEL SURFACING TO MATCH ADJACENT GRAVEL SURFACING AND RESTORED TO THE SAME THICKNESS AND COMPACTION A2 1--.14 SHEETA-ADDE. BJT AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT,UNLESS OTHERWISE OFF-SITE BY THE GENERAL CONTRACTOR. AS SPECIFIED.ALL RESTORED GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES. NOTED. 1/9/2014 ISSUED DESIGN REVIEW BJT 15. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFILICT WITH THE IMPROVEMENTS SHALL BE PROTECTED BY THE 12. EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED WITH THE CONDITION THAT ANY UNFAVORABLE Al 1 1 14. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA,ADJACENT AREAS AND BUILDING GENERAL CONTRACTOR. AMOUNTS OF ORGANIC MATTER,OR OTHER DELETERIOUS MATERIALS ARE REMOVED PRIOR TO REUSE.FURNISH AN T L11 OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT.WORK SHALL CONFORM TO ADDITIONAL GRAVEL RESURFACING MATERIAL AS NEEDED TO PROVIDE A FULL DEPTH COMPACTED SURFACE THROUGHOUT PLANS PREPARED BY: ALL OSHA REQUIREMENTS. 16. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR WITH LOCAL UTILITY COMPANY, SITE. r__ 15. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE SUPERINTENDENT OF BUILDINGS&GROUNDS AND TELEPHONE COMPAY,AND ANY OTHER UTILITY COMPANIES HAVING JURISDICTION OVER THIS LOCATION. 13. GRAVEL SUB SURFACE SHALL BE PREPARED TO REQUIRED COMPACTION AND SUB GRADE ELEVATIONS BEFORE GRAVEL B. J. THOMAS, P.E. SCHEDULE HIS ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH THE REQUIREMENTS. SURFACING IS PLACED AND/OR RESTORED.ANY LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED AND ANY DEPRESSIONS IN THE SUB GRADE SHALL BE FILLED AND COMPACTED WITH APPROVED SELECTED MATERIAL.GRAVEL 7607 80TH AVE NE 16. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK OF OTHERS AS IT MAY SURFACING MATERIAL SHALL NOT BE USED FOR FILLING DEPRESSIONS IN THE SUB GRADE. RELATE TO RADIO EQUIPMENT,ANTENNAS AND ANY OTHER PORTIONS OF THE WORK. 14. PROTECT EXISTING GRAVEL SURFACING AND SUB GRADE IN AREAS WHERE EQUIPMENT LOADS WILL OPERATE. MARYSVILLE, WA 98270 17. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS UNLESS ANTENNA&COAX NOTES: 206-851-1106 SPEC I FICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 15. DAMAGE TO EXISTING STRUCTURES AND/OR UTILITIES RESULTING FROM CONTRACTORS NEGLIGENCE SHALL BE REPAIRED 1. VERIFY EACH COAXIAL HYBRID CABLE LENGTH,DIAMETER,ROUTING,COLOR CODING AND ALL APPURTENANCES WITH AND/OR REPLACED TO THE OWNERS SATISFACTION AT NO ADDITIONAL COST TO THE CONTRACT. 18. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES,EQ%MENT,IMPROVEMENTS,PIPING ETC.AND SAMSUNG. DRAWN BY:�CHK.B IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCT ON. 16. ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN THE BID.EXCESS TOPSOIL AND 2. THE MAXIMUM COAXIAL CABLE LENGTH AND CORRESPONDING COAXIAL CABLE DIAMETER HAS BEEN ESTIMATED ON SHEET UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY GOVERNING AGENCIES AT NO 19. WHEN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES,OR PENETRATIONS A-4.THIS CABLE LENGTH IS TO BE USED FOR FABRICATION OR CONSTRUCTION.ACTUAL ANTENNA CABLE LENGTH(S)MUST ADDITIONAL COST TO THE CONTRACT. JL BJ THROUGH THE FLOOR FOR CONDUIT RUNS,PIPE RUNS,ETC.,MUST BE CLEARLY UNDERSTOOD THAT REINFORCING BE VERIFIED.COAXIAL CABLE SHALL BE PROVIDED BY SAMSUNG. STEEL SHALL NOT BE DRILLED INTO,CUT OR DAMAGED UNDER ANY CIRCUMSTANCES(UNLESS NOTED OTHERWISE). LOCATIONS OF REINFORCING STEEL ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE SEARCHED FOR BY 3. ALL MAIN CABLES SHALL UTILIZE GROUND KITS,GROUNDED AS FOLLOWS: APPROPRIATE METHODS AND EQUIPMENT. LICENSURE. A.NEAR ANTENNA RAD CENTER ELEVATION, 20. ALL DAMAGE OR OPENING UP OF THE EXISTING STRUCTURE MUST BE MADE GOOD TO THE PRE-CONSTRUCTION B.MIDDLE OF TOWER(MID-HEIGH OF ANTENNA),IF CABLE RUN IS OVER 200', CONDITION OR BETTER. C.BOTTOM OF TOWER, IT 0 D.AT MASTER GROUND BAR T-O"FROM MMBS-BBU CABINET 21. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH Ul.LISTED AND FIRE CODE APPROVED MATERIALS. 4. ALL TOP JUMPERS SHALL BE LENGTHS AS SHOWN AND INSTALLED BY CONTRACTOR. ENVIRONMENTAL NOTES.' 25114 22. KEEP CONTRACT AREA CLEAN,HAZARD FREE,AND DISPOSE OF ALL DIRT,DEBRIS,AND RUBBISH.EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OF THE OWNER SHALL BE REMOVED.LEAVE PREMISES IN CLEAN 5. ALL MAIN CABLES SHALL BE COLOR CODED AS SHOWN ON SHEET RF-1 AND IN ACCORDANCE WITH SPRINT 1. ALL WORK PERFORMED SHALL BE DONE IN ACCORDANCE WITH ISSUED PERMITS.THE CONTRACTOR SHALL BE CONDITION AND FREE FROM PAINT SPOTS,DUST,OR SMUDGES OF ANY NATURE.CONTRACTOR SHALL BE SPECIFICATIONS. RESPONSIBLE FOR PAYMENT OF FINES AND PROPER CLEAN UP FOR AREAS IN VIOLATION. RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL COMPLETION OF CONSTRUCTION. 37041 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 MAINTENANCE OF EROSION AND Is 23. MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH CABLE MANUFACTURERS SEDIMENTATION CONTROLS DURING CONSTRUCTION FOR PROTECTION OF ADJACENT PROPERTIES,ROADWAYS AND RECOMMENDATIONS. A. MAIN LINE COLOR BANDS SHALL BE 2"WIDE.MAINTAIN 1"SPACING BETWEEN COLORS. WATERWAYS AND SHALL BE MAINTAINED IN PLACE THROUGH FINAL JURISDICTIONAL INSPECTION&RELEASE OF SITE. B. FREQUENCY COLOR BANDS SHALL BE 2"WIDE WITH NO SPACE BETWEEN COLORS. 24. ALL EXISTING INACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER UTILITIES,WHICH INTERFERE WITH THE C. JUMPER COLOR BANDS SHALL BE 1"WIDE WITH 1"SPACE. 3. CONTRACTOR SHALL INSTALUCONSTRUCT ALL NECESSARY SEDIMENT/SILT CONTROL FENCING AND PROTECTIVE EXECUTION OF THE WORK,SHALL BE REMOVED AND/OR CAPPED,PLUGGED OR OTHERWISE DISCONTINUED AT D. START COLOR BANDS 2"BEYOND WEATHERPROOFING. MEASURES WITHIN THE LIMITS OF SITE DISTURBANCE PRIOR TO CONSTRUCTION. EQUIPMENT: POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL OF THE E. START SELECTOR COLOR NEXT TO END CONNECTORS. ENGINEER. 4. NO SEDIMENT SHALL BE ALLOWED TO EXIT THE PROPERTY.THE CONTRACTOR IS REPSONIBLE FOR TAKING ADEQUATE INSTALL(3)NEW ANTENNAS&(3)NEW RRH UNITS. 7. FI NAL COAXIAL ANTENNA CABLE SIZES SHALL BE DETERMINED BY SAMSUNG RIF ENGINEER.SEE ANTENNA SCHEDULE MEASURES FOR CONTROLLING EROSION.ADDITIONAL SEDIMENT CONTROL FENCING MAY BE REQUIRED IN ANY AREAS 25. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION.EROSION CONTROL SHEET A-4.BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY GD. SUBJECT TO EROSION. MEASURES,IF REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WITH JURISDICTIONAL OR STATE AND LOCAL GUIDELINES FOR EROSTION AND SEDIMENT CONTROL AND COORDINATED WITH LOCAL REGULATORY 8. SEE CONSTRUCTION MANAGER FOR ANTENNA SUPPORT ASSEMBLY TYPE. 5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL TIMES WITH SILT AND AUTHORITIES. EROSION CONTROL MEASURES MAINTAINED ON THE DOWNSTREAM SIDE OF SITE DRAINAGE.ANY DAMAGE TO ADJACENT DRAWING INFORMATION: 9. ALLCOAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TO EXCEED TOR THE PROPERTYASA RESULTOF EROSIONWILL BE CORRECTED AT THE CONTRACTORS EXPENSE. 26. CONTRACTORSHALL SECUREALL NECESSARY PERMITS AND/OR WIRING CERTIFICATES REQUIRED FORTHE CABLE MANUFACTURES SPECIFICATIONS WHICHEVER IS LESS,WITH HARDWARE SPECIFIED IN THE COAXIAL CABLE DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ELECTRICAL SERVICE UPGRADE.IN ADDITION,CONTRACTOR SHALL PROVIDE ALL NECESSARY COORDINATION AND ROUTING DETAILS OF THE SUPPLIED STRUCTURAL REPORT. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS AND ANY REPAIRS OF ALL SEDIMENT CONTROL MEASURES ALL DI MENSIONS AND ADVISE CONSULTANTS OF ANY SCHEDULING WITH THE SERVING ELECTRICAL UTILITY AND LOCAL INSPECTION AUTHORITIES. INCLUDING SEDIMENT REMOVAL AS NECESSARY. ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS 10. PROVIDE AT LEAST 6"OF SLACK IN THE MAIN COAXIAL CABLES AT THE ANTENNA MOUNTING ELEVATION TO PROVIDE FOR DRAWING ARE SUPERSEDED BY THE LATEST REVISION. 27. OBTAIN AND PAY FOR ALL ELECTRICAL PERMITS AND INSPECTIONS REQUIRED FOR COMPLETION OF WORK AND FUTURE CONNECTOR REPLACEMENT. 7. CLEARING OF VEGETATION AND TREE REMOVAL SHALL BE ONLY AS PERMITTED AND BE HELD TO A MINIMUM.ONLY TREES THE INFORMATION CONTAINED IN THIS SET OF ACCEPTANCE.PROVIDE CERTIFICATES TO THE CONSTRUCTION MANAGER VERIFYING THAT THE WORK CONFORMS NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED. DOCUMENTS IS PROPRIETARY BY NATURE.ANY USE OR To THE REQUIREMENTS OF ALL CODES AND AUTHORITIES HAVING JURISDICTION. DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED 8. SEEDING SAND MULCHING AND/OR SODDING OF THE SITE WILL BE ACCOMPLISHED AS SOON AS POSSIBLE AFTER CLIENT IS STRICTLY PROHIBITED. 28. NO DEVIATIONS FROM DESIGN SHOWN ON THESE DRAWINGS IS ALLOWED,WITHOUT WRITTEN APPROVAL FROM TRK COMPLETION OF THE PROJECT FACILITIES AFFECTING LAND DISTURBANCE. ENG NEERING LTD.FAILURE TO OBSERVE THIS RULE MAY RESULT IN CONTRACTOR CORRECTING THE INSTALLATION DRAWING TITLE: ATTHEIREXPENSE. 9. CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY LOCAL,COUNTY AND STATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS FROM SOIL LOSS AND TO PREVENT ACCUMULATION OF 29. ALL ITEMS NOT LISTED AS"EXISTING"OR"PROVIDED BY OTHERS"ARE TO BE SUPPLIED AND INSTALLED BY THE SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAVING THE CONSTRUCTION AREA.THIS MAY INCLUDE SUCH MEASURES CONTRACTOR AS SILT FENCES,STRAW BALE SEDIMENT BARRIERS,AND CHECK DAMS. 10. RIP RAP OF SIZES INDICATED SHALL CONSIST OF CLEAN,HARD,SOUND,DURABLE,UNIFORM IN QUALITY STONE FREE OF GENERAL NOTES ANY DETRIMENTAL QUANTITY OF SOFT,FRIABLE,THIN,ELONGATED OR LAMINATED PIECES,DISINTEGRATED MATERIAL, ORGANIC MATTER,OIL,ALKALI,OR OTHER DELETERIOUS SUBSTANCES. DRAWING NUMBER: Gm2 NN Sprint>l —PROJECT INFORMATION: SMOKEY POINT SE03XC229 16404 SMOKEY POINT BLVD ARLINGTON,WA 98223 —ISSUED FOR: BUILDING PERMIT (E)BUILDING REVISION HISTORY: NO. DATE: DESCRIPTION: CHK. BY: (E)YARD DING 1/2-.14 S.EEIA-ADDED BJT (E)BUILDING I 1/�IWI I ISSUED DESIGN REVIEW I BJT LLIPLANS PREPARED BY: (E)HERTZ EQUIPMENT RENTALYARD (E)BUILDING B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206-851-1106 PR OPERTY LINE (E)BUILDING DRAWN BY:�CHK.BY: (E)BUILDING JL Bi FARCE 031 012101111511 0 PARCEL 431 052900100800 cn LICENSURE: 0 (E)PARKING LOT P' Ln M z I (E)PPARKING LOT _< "o, 0 lz - - - - - - 25114 z _P�OPERTY LI�E (E)BUILDING W/SPRINT ANTENNAS 03 37041 LOCATED ON ROOFTOP LTI cp (SEE SHT.A-1.1 FOR ENLARGED SITE PLAN) < S 0 —EQUIPMENT: (E)BUILDING INSTALL(3)NEW ANTENNAS&(3)NEW RRH UNITS. DRAWING INFORMATION: Do NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY — - - — - - ER ORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRI TARY BY NATURE.ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITL OVERALL OVERALL SITE PLAN SITE PLAN 22x34 SCALE:1"=80' DRAWING NUMBER: 1 lxll.-LE:1­10' Am I (E)(1)SPRINT ANTENNA MOUNTED Sprint>l ON(E)ANTENNA FRAME (GAMMASECTOR 330'AZIMUTH)- PROJECT INFORMATION: (P)(1)SPRINT ANTENNA KMW#T-X-WM-18-65-9P SMOKEY POINT MOUNTED ON(E)ANTENNA FRAME (E)(1)SPRINT 190OMHZ RRH UNIT (GAMMA SECTOR:330'AZIMUTH)) MOUNTED BEHIND(E)ANTENNA SE03XC229 16404 SMOKEY POINT BLVD ARLINGTON,WA 98223 ISSUED FOR: (P)(1)SAMSUNG 2.5MH.RRH UNIT BUILDING PERMIT MOUNTED BEHIND(P)ANTENNA W/(P)PIPE TO PIPE CLAMP&3"0 PIPE MAST (SEE SHT.A-3:DETAIL 1) (E)SPRINT CHAIN LINK FENCED REVISION HISTORY: LEASE AREA AT GROUND LEVEL NO. DATE: DESCRIPTION: CHIC. BY: (E)ROOFTOP EQUIPMENT(TYR) =.l� SlEETA4ADDED BUT (E)(1)SPRINT ANTENNA MOUNTED 11911311 ISSUED DESIGN REVIEW BJT ON(E)ANTENNA FIR ME (E)HYBRID CABLES R UTED ALONG (E)(1)SPRINT 190OMH�RRH UNIT (ALPHA SECTOR:90'AZIMUTH) PLANS PREPARED BY: ROOFTOP TO ANTENNA SECTORS MOUNTED BEHIND(E)ANTENNA (P)(1)SPRINT ANTENNA KMW #ET-X-W -18-65-9P MOUNTED ON B. J. THOMAS, P.E. (E)ANTENNA FRAME (P)(1)SAMSUNG 2.5MHZ RRH UNIT (ALPHA SECTOR:90'AZIMUTH) 7607 BOTH AVE NE MOUNTED BEHIND(P)ANTENNA W/(P) (E)BUILDING PIPE TO PIPE CLAMP& "0 PIPE MAST MARYSVILLE, WA 98270 ROOFTOP (SEE SIFT.A-3:DETAIL 1)� 206-851-1106 DRAWN BY:�CHK.BY: (E) NTENNAFRAME_� (P)(1)SAMSUNG 2.5MHZ RRH UNIT MOUNTED ON(E)ROOFTOP JL BJ MOUNTED BEHIND(P)ANTENNA W/(P)PIPE :1 TO PIPE CLAMP&3"0 PIPE MAST LICENSURE- (SEE SIFT.A-3:DETAIL 1 1 H 0 s (E)(1)SPRINT 190OMHZ RRH UNIT MOUNTED BEHIND(E)ANTENNA 37041 Is 3s EQUIPMENT: INSTALL(3)NEW ANTENNAS&(3)NEW RRH UNITS. DRAWING INFORMATION: Do NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY AL DIMENSIONS AND ADVISE CONSULTANTS OF ANY (P)(1)SPRINT ANTENNA KMW ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS #ET-X-WM-1 8-65-9P MOUNTED DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ON(E)AN ENNA FRAME THE INFORMA ION CONTAINED IN THIS SET OF (BETA SECTOR:210'AZIMUTH) DOCUMENTS IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. (E)(1)SPRINTANTENNA MOUNTED ON E)ANTENNA FRAME DRAWING TITLE. (BETA SECTOR:210'AZIMUTH) ENLARGED SITE PLAN DRAWING NUMBER: ENLARGED SITE PLAN 22.1�,I.ALE TlT 1- 11 xl 7 SCALE 3/32" 1' Am I A NN Sprint>l —PROJECT INFORMATION: SMOKEY POINT SE03XC229 16404 SMOKEY POINT BLVD ARLINGTON,WA 98223 ISSUED FOR: BUILDING PERMIT REVISION HISTORY: NO. DATE: DESCRIPTION: CHK. BY: A =.14 S...IA...... BJT 1/9/2014 ISSUED DESIGN REVIEW BJT LLIPLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 (P)SPRINT ANTENNA KMW#ET-X WM-1 8-65-9P 206-851-1106 MOUNTED ON(E)ANTENNA FRAME (TYP OF 3:1 PER SECTOR) (P)(1)SAMSUNG 2.51MH�RRH UNIT (P)SPRINT ANTENNA KMW#ET-X-WM-18-65-9P DRAWN BY:�CHK.B MOUNTED BEHIND(P)ANTENNA W/(P) MOUNTED ON(E)ANTENNA FRAME (P)SPRINT ANTENNA MOUNTED PIPE TO PI PE CLAMP&WO PIPE MAST (TYP OF 3:1 PER SECTOR) ON E)ANTENNA FRAME (TYP OF 3:1 PER SECTOR) (TYP OF 3:1 PER SECTOR) JL BJ jo SOR TRAD CEN ER (E)BUILDING—\ LICENSURE- L 5_O��A L 409P F BUILDING H 0 _og AGL Y 25114 S ox x "NNAS 1,(3)NEW RRH UNITS. dy A DRAWING INFORMATION: /p D NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY AOLL D MENSIONS AND ADVISE CONSULTANTS OF ANY ERRO�RS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS yo DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF D UMENTS IS PROPRIETARY BY NATURE.ANY USE OR DOISCCL SURE OTHER THAN WHICH IS RELATED TO NAMED f CLIENOTIS STRICTLY PROHIBITED. DRAWING TITLE GROUND ELEVATION SITE ELEVATION SOUTH ELEVATION DRAWING NUMBER: A-2 SCALE:NTS Am2 NN 12" Sprint' + L PROJECT INFORMATION: SMOKEY POINT SE03XC229 61�0" 16404 SMOKEY POINT BLVD ARLINGTON,WA 98223 CD ISSUED FOR: FBUILDING PERMIT REVISION HISTORY: NO. DATE: DESCRIPTION: CHIC. BY: so. %s000sse.. KMW ANTENNA DATA 661 as 6 MECHANICAL SPECIFICATIONS 'a a a a 66 PART NUMBER HEIGHT WIDTH DEPTH WEIGHT 01 Osseo so X X* 0,0,8 ET-X-WM-18-65-8 61.0 In 12.0 h 4.3 in Osseo 1 0 (TYP OS, see -osese"" v %Oogo CONNECTOR PE/P1 TON) STANDARD MOUNTING HARDWARE I-- . ........ .. Smseemese ObOm4osO%4wOo%OwOs0A8 (.0 %essweesI 8 x MINI DIN(Female),1 CALIBRATION PORT - JINCLUDED %oo*4oI!o% 00 CD %00 see 0 a a a 0 ELECTRICAL SPECIFICATIONS POLARIZATION (dBi/dBd) I ELECTRICAL DOWN TILT RANGE so. ±45, 15.9(±0.5dB) O�W -so 09 %%%%soon%%%%%% OD MAX INPUT POWER (A) 250 WATTS so %om%,O%%om*8omos, OwOsOwOw80*wOveoXvoO a a 0 %%%%§.,@.%%% 0. s%ow`vow"0'wow%%.:%::: 3 1--.14 SHEET A-ADDED BJT o- 9 so :*0.-: L so so. 11�11WI ISSUED DESIGN REVIEW JT PLANS PREPARED BY: B. J. THOMAS, P.E. Pole (3.0"-4.5") 7607 BOTH AVE NE MARYSVILLE, WA 98270 206-851-1106 DRAWN BY:�CHK.B SPEC: JL Bj::] LICENSURE:- SIZE-15.5"x 18.6"x 9.45" WEIGHT-59.5 Ibs WEIGHT W/BRACKET-71.82 Ibs 2.5GHZ RRH DETAIL REQUIRES 3"PIPE 37041 25114 A-1 SCALE:NTS Is EQUIPMENT: INSTALL(3)NEW ANTENNAS&(3)NEW RRH UNITS. DRAWING INFORMATION: Do NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOC UMENTS IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE. GENERAL DETAILS DRAWING NUMBER: AM3 NN (E)SPRINT ANTENNA (E)SPRINT 1900 MHZ RRH Sprint' XXX��E(E )=INT 1900 MHZ RRH PROJECT INFORMATION: SMOKEY POINT 9 SE03XC22 16404 SMOKEY POINT BLVD ARLINGTON,WA 98223 ISSUED FOR: BUILDING PERMIT REVISION HISTORY: NO. DATE: DESCRIPTION: CINK. BY: 1--.14 BH..TA-A..E. BJT 1/9/2014 ISSUED DESIGN REVIEW BJT L11 PLANS PREPARED BY: (E)SPRINT 1900 MHZ RRH (E)SPRINT ANTENNA B. J. THOMAS, P.E. EXISTING ANTENNA PLAN 7607 80TH AVE NE �4 SCALE:NTS MARYSVILLE, WA 98270 206-851-1106 NOTE DRAWN BY:�CHK.BY. STRUCTURAL ANALYSIS MUST BE PREFORMED ON ALL ROOFTOPS,FLAGPOLES AND TOWER SITES BEFORE INSTALLATION OF NEW ANTENNAS,NEW RRUS&NEW CABINETS/TEMPORARY BJ (E)SPRINT 1900 MHZ FRIA EXISTING ANTENNAS ARE COMA UNLESS NOTED OTHERWISE. —1 (E)SPRINT ANTENNA LATFORM.STRUCTURAL ANALYSIS PROVIDED BY GENERAL DYNAMICS. NOTE JL (E)SPRINT 1900 MHZ RRH FIELD VERIFY EXISTING AZIMUTH BEFORE RELOCATING THE ANTENNA,IF REQUIRED PRIOR APPROVAL FROM SPRINT TO 13E GRANTED BEFORE RELOCATION OF ANTENNAS. LICENSURE: (E)SPRINT ANTENNA NOTES: ALL AZIMUTHS ARE TO BE ESTABLISHED CLOCKWISE FROM THE TRUE NORTH HEADING.CONTRACTOR SHALL VERIFY NEW ANTENNA FAD CENTER AND ORIENTATIONS WITH SPRINT PCS PR OR TO INSTALLATION OF ANTENNAS.PRIOR TO ATTACHING ANTENNAS AND MOUNTING SECTIONS,EXISTING TOWER FOUNDATION MUST BE ANALYZED BYA LICENSED STRUCTURAL CALCULATIONS FOR ADDITIONAL LOADS.NO ERECTION OF MODIFICATION OF TOWER SHALL BE MADE WITHOUT APPROVAL OF STRUCTURAL ENGINEER. 1p (P)SPRINT 2500 MHZ ANTEN NA 114 z 37041 (P)ALPt (94AECTOR 0) ANTENNA SCHEDULE P)SPRINT 2500 MHZ ANTENNA ANTENNA ANTENNA ANTENNA ANTENNA ANTENNA ANTENNA ANTENNA MOUNTING AZIMUTH RADCENTER EUEC.TILT MECH.TILT (P)SAMSUNG 2.5 MHZ RRH SECTOR FREQUENCY MFR IMAKEIMODEL QUANITY SIZE WEIGHT KIT WEIGHT (P)SAMSUNG 2.5 MHZ RRH ALPHA 2500 MH� RFS MW ET-X-WM-18-65-BP l(PERSECTOR) 6l'-xlZ-x4-- 36.41b� 1 lb 90, 45-4- 0. EQUIPMENT: BETA 2500 MH� RFS KMWET-X-WM-18-65-8P l(PERSECTOR) 6l'-xl2--x4-- 36,41ft 111ft 210' 45'-0" �!2 rU-(3)NEW ANTENNAS 8(3)NEW RRH UNITS. GAMMA 2500 MH� RFS KMWET-X-WM-18-65-8P l(PERSECTOR) 61"xl2"x4" 36.41ft lllb� 330' 41-4- -2* 0. DRAWING INFORMATION: Do NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED (P)SAMSUNG 2.5 MHZ RRH CLIENT IS STRICTLY PROHIBITED. (P)SPRINT 2500 MHZ ANTENNA DRAWING TITL ANTENNA PLANS V C4 & SCHEDULE DRAWING NUMBER: (E)SPRINT 1900 MHZ RRH NEW ANTENNA PLAN (E)SPRINT ANTENNA AM4 �4 SCALE:NTS SYMBOL LEGEND: GROUNDING NOTES: NN MGB 1. GROUNDING SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. e 7r MASTER GROUND BAR 1/4'�K4"x24"COPPER 2. MINIMUM BENDING RADIUS FOR GROUND CONDUCTOR IS 8". Splrint>� AGB ACCESSORY GR UND BAR I/4"x4"02"OR 3. NO SPLICES PERMITTED IN GROUND CONDUCTORS. 'TT 1/4"x4"x20"COPPoER 4. ALL GROUNDING CONNECTORS TO BE CLEAN AND FREE OF PAINT AT THEIR MATING SURFACES AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.USE PENETROX PROJECT INFORMATION: EXPOSED WIRING OR EQU VALENT ANTIOXIDANT GREASE. UNDERGROUND WIRING 5. ALL GROUND BAR CONNECTIONS ARE TO BE 2 HOLE LUG COMPRESSION TYPE.STACKED CONNECTIONS ARE NOT ACCEPTABLE.BACK TO BACK CONNECTIONS ON OPPOSITE SIDES SMOKEY POINT m CADWELD OF THE GROUND BAR WILL BE PERMITTED. SE03XC229 MECHANICAL CONNECTION 6. ENSURE ALL MECHANICAL CONNECTORS ARE TORQUED TO THE MANUFACTURER'S SPECIFIED VALUES. 16404 SMOKEY POINT BLVD AGB 0 5/8"x8'COPPER CLAD STEEL GROUND ROD 7. MULTIPLE BONDS ON GROUND RODS TO BE SEPARATED BY ATLEAST 6". ARLINGTON,WA 98223 INSPECTION PORT 8. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEEDA RESISTANCE OF 5 OHMS TO EARTH. ISSUED FOR: EXOTHERMIC(CADWELD)BELOW GROUND 9. GROUND WIRES SHALL NOT BE INSTALLED THROUGH HOLES IN ANY METAL OBJECTS OR SUPPORTS;TO PRECLUDE ESTABLISHING A"CHOKE"POINT. BUILDING PERMIT 10. GROUND BARS SHALL NOT BE FIELD MODIFIED. REVISION HISTORY: 11. GROUND RING BURIAL DEPTH SHALL BE 30". NO. DATE: DESCRIPTION: CHK. (E)AGE MOUNTED NEAR ANTENNAS 12. A CERTIFIED CONTRACTOR WILL MAKE ALL MEASUREMENTS REQUIRED TO TEST THE BY: GROUNDING SYSTEM USING A MEGGER OR EQUIVALENT.THE ACCEPTABLE RESISTANCE BOND FROM(P)RRH&ANTENNA TO(E)AGE MEASURED FOR THE GROUNDING SYSTEM WILL NOT EXCEED 5 OHMS RESISTANCE.THREE D�STANCES SHALL BE USED:1 AT 100 FEET,1 AT 70 FEET,AND 1 AT 35 FEET.THESE (P)MECHANICAL CONNECTION D STANCES ARE SUBJECT TO A SITE BY SITE BASIS.T-MOBILE-WTS SHALL BE GIVEN 24 HOURS NOTICE.ALL COSTS ASSOCIATED WITH GROUND TESTING WILL BE AT THE EXPENSE OF THE CONTRACTOR. A2 1--.14 SHEETA-ADDE. BJT A1191W4 ISSUED DESIGN REVIEW JT PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206-851-1106 —DRAWN BY:============CHK.BY:— JL BJ AGB LICENSURE: (E)AGE MOUNTED NEAR ANTENNAS BOND FROM(P)RRH& H NTENNA TO(E)AGE �Zl' (P)MECHANICAL CONNECTION z 25114 (P)MECHANICAL CONNECTION 37041 BOND FROM(P)RRH&ANTENNA TO(E)AGE 's (E)AGE MOUNTED NEAR ANTENNAS EQUIPMENT: INSTALL(3)NEW ANTENNAS&(3)NEW RRH UNITS. DRAWING INFORMATION: Do NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY AGB ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE. ELECTRICAL GROUNDING PLAN DRAWING NUMBER: ELECTRICAL GROUNDING PLAN 22x34 SCALE:3/8"=1' 11 xl 7 SCALE:3116"=1 Eml