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Permit EL13-0411 - VERIZON - REMODEL
1 fl7�jJrJrJ OLTTOTEL89 NdV NOZIWEIA City oftukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No.: 6874201170 Address: Project Name: VERIZON ELECTRICAL PERMIT Permit Number: EL13-0411 Issue Date: 05/20/2013 Permit Expires On: 11/16/2013 Owner: Name: SEATTLE CITY OF SCL Address: 700 5TH AVE STE 3200 -AP , PO BOX 34023 98124 Contact Person: Name: DAVE KAISER Address: 6412 S 196 ST , KENT WA, 98032 Contractor: Name: E C COMPANY Address: P 0 BOX 10286 , PORTLAND OR 97296 Contractor License No: ECCOM**148BA Phone: 206-450-7807 Phone: 503-224-3511 Expiration Date: 06/30/2014 DESCRIPTION OF WORK: INSTALL 200 AMP SERVICE AND POWER TO CABINETS ON EXITING CELLULAR FACILITY Value of Electrical: NRES: $15,852.00 RES: $0.00 Type of Fire Protection: UNKNOWN Electrical service provided by: SEATTLE CITY LIGHT Permit Center Authorized Signature: Fees Collected: $459.63 National Electrical Code Edition: 2008 Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this electrical permit. Signature: Date: 20 —� Print Name: !J/ L- L' / K (j S' Tc ic--( This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: EL -4/10 EL13-0411 Printed: 05-20-2013 • • PERMIT CONDITIONS Permit No. EL 13-0411 **ELECTRICAL** 1: A copy of the electrical work permit shall be posted or otherwise made readily accessible to the Electrical Inspector at each work site. 2: Approved plans shall be maintained at the construction site and shall be readily available to the Electrical Inspector. 3: All electrical work shall be in accordance with NFPA 70 - NEC, and requirements for electrical installations, Chapter 296-46B WAC. 4: When any portion of the electrical installation is to be hidden from view by permanent placement of parts of the building, such equipment shall not be concealed until it has been inspected and approved by the Electrical Inspector. 5: The issuance of an electrical work permit shall not be construed to be a permit for, or an approval of, any violation of the provisions of the electrical code or other ordinances of the jurisdiction. Permits or related documentation that presumes to grant this authority are therefore not valid. 6: Any change in the scope of work described by the electrical work permit shall require additional work permits. Where approved plans have been issued, revisions to the plans and additional review may be required. doc: EL -4/10 EL13-0411 Printed: 05-20-2013 • CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TulcwilaWA.gov • s Electrical; Pemit:No: ;L1 L�� • . i Proj'ectNo>; .. . 3Date Application-Accepted'c;. Date Application;Expiresa _ `.: .._ .`."_. ..,.. `..._"(Foroffice use'ohlj ELECTRICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** Site Address: 1 O 5j L 3 �� c �,•l ,� 5 Tenant Name: PROPERTY OWNER•.'., ... :,` , • ... ,.._....,.,, .... Name: 5 e 4/ C \• L � Address: 71510 3. 11.4ie < fi` City: 6e‘.4tc State: La. Zip:9gj7 CONTACT PERSON = pkrson ieceiving all, project; m _,-,, '_.. .. _l�:: '.-.. ... ..•, , : '''couiunicatiout • •.- Name: bill.) v� LI i 5 „ed„,... - City: kP0(„4.1� CJ State: 14 ,, Zlprq >15 . Address:(_ I a C J ..At19 (c).-6 Yy •>���.. T City: _ ' State: W Zip:IDW ' Phone ^ 4157„.... 7130jax: Email: King Co Assessor's Tax No.: {C O ?'/Z69 11 7 Suite Number: Floor: New Tenant: 54 Yes ..No :. ELECTRICAL CONTRACTOR INFORIVIATION".': : Company Name: Prei Address: ( 1 1 �/ _ 1 D City: kP0(„4.1� CJ State: 14 ,, Zlprq >15 . Phone: Fax: ZU'o- 24 t-31)10 Exp Date: 61,344 Contr Reg No.:E acoimlk14cS/ 1. Tukwila Business License No.: 42io 3,011 3g3 Valuation of Project (contractor's bid price): $ /5-‘ Scope of Work (please provide detailed information): C4•117(.4.5 Will service be altered? ❑ Yes ❑ No Adding more than 50 amps? If Yes DI No Type of Use: V e" 1239 vi C e -1/l 5:4-‹ a n SC L T evv vt i Ss t rrt 7&GVe,- Type of work: (14 ❑ Low Voltage 0 Generator New 0 Addition Property Served by: 0 Puget Sound Energy ❑ Service Change ❑ Fire Alarm • Seattle City Light H:\Applications\Forn -Applications On Line\2011 Apphcanons1Electncal Permit Apphcahon Revised 8-9-11.docx Revised: August 2011 bh O Remodel O Telecommunication ❑ Tenant Improvement ❑ Temporary Service Page 1 of 2 RESIDENTIAL NEW RESIDENTIAL SERVICE ❑ New single family dwellings $152.85 (including an attached garage) ❑ Garages, pools, spas and outbuildings $81.90 ea ❑ Low voltage systems (alarm, furnace thermostat) $59.85 ea RESIDENTIAL REMODEL AND SERVICE CHANGES O Service change or alteration $81.90 (no added/altered circuits) ❑ Service change with added/altered circuits $81.90 number of added circuits $11.55 ea D Circuits added/altered without service change $54.60 (up to 5 circuits) ❑ Circuits added/altered without service change $54.60 (6 or more circuits) $7.65 ea ❑ Meter/mast repair $68.25 ❑ Low voltage systems $59.85 (alarm, furnace thermostat) MULTI -FAMILY AND COMMERCIAL Fees are based on the valuation of the electrical contract. MISCELLANEOUS FEES ❑ Temporary service (residential) $63.00 ❑ Temporary service (generator) $78.75 O Manufactured/mobile home service $84.00 (excluding garage or outbuilding) O Carnivals $78.75 Number of concessions $10.50 ea PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review—Applications for which no pennit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 90 days. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR ELECTRICAL CONTRACTOR: Signature: Print Name: r),¢U(P )4.A-/Sa_.r Mailing Address: coy I J • Date: Z'3c9_ 13 Day Telephone: a04, — 7 BC/ 7 City H \Application\Fortis-Applications On Line \2011 Applications\Electncal Permit Application Revised 8-9-11 docx Revised August 2011 bh w,' State 9e6za Zip Page 2 of 2 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No.: 6874201170 Address: Suite No: Applicant: VERIZON RECEIPT Permit Number: EL13-0411 Status: PENDING Applied Date: 04/30/2013 Issue Date: Receipt No.: R13-01467 Payment Amount: $459.63 Initials: WER Payment Date: 04/30/2013 10:11 AM User ID: 1655 Balance: $0.00 Payee: EC COMPANY TRANSACTION LIST: Type Method Descriptio Amount Payment Check 003502 459.63 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts ELECTRICAL PERMIT - NONR ELECTRICAL PLAN - NONRES 000.322.101.00.00 367.70 000.345.832.00.00 91.93 Total: $459.63 a..... o......�..� nc Printori• nd_4n_7n1'� 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 se_ (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: V ERCZOiNi Type of Inspection: 2100 Address: fO2roN no / �'1 Date Called: Special Instructions: Date Wanted: _ ` p.m. ‘,.00T;Requester: i Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS. Inspector: Date: 6746 I3 n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. ) INSPECTION RECORD Retairi 'a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Z/3• VI) Project: Type of Inspection: Address: j'/)j ,'D di -:,4 Date Called: Specia Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per -applicable codes. Corrections required prior to approval. COMMENTS: I r 6l ( /SCIQv, c o" 1 - % i"✓ri A t - o7/ Le1�IZh7?r`1)�'...r;.>, 11,14\J... 12,1, , nhs. rr...-8i7lVl:t1-t5 4< TO ri i.o.z. , 7 f--. {; /S-, $.1 Tr ,LJA// «? Inspector( E7P/1y?n%y Date: v REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6100 Southcenter Blvd.. Suite 100. Call to schedule reinspection. SHEET INDEX ARCHITECTURAL T-1 TITLE SHEET A-1 OVERALL SITE PLAN A-2 ENLARGED SITE PLAN & PROPOSED ANTENNA LAYOUT A-3 NORTH & EAST ELEVATIONS A-3.1 SOUTH & WEST ELEVATIONS A-6 DETAILS ELECTRICAL E-1 ONE LINE DIAGRAM. ELECTRICAL NOTES E-2 ELECTRICAL SITE PLAN E-3 ELECTRICAL GROUNDING PLANS (SCHEMATIC) E-4 DETAILS PROJECT DIRECTORY APPLICANT: VERIZON WIRELESS 15900 SE EASTGATE WAY M/S 231 BELLEVUE, WA 98008 APPLICANT AGENT: KDC ARCHITECTS, ENGINEERS P.C. 4720 200TH STREET SW., SUITE 200 LYNNWOOD. WA 98036 CONTACT: BILL NORTH PHONE: (253) 278-2902 FAX: (425) 712-0846 ARCHITECT/ELECTRICAL ENGINEER: KDC ARCHITECTS, ENGINEERS P.C. 4720 200TH STREET SW.. SUITE 200 LYNNW00D, WA 98036 CONTACT: ERIC CAMP PHONE: (425) 670-8651 FAX: (425) 712-0846 S • FILE COIN EPARr1TE PER�rtonwireless REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila LADING DIVISION PROJECT INFORMATION WASHINGTON STATE CODE COMPLIANCE; 2009 IBC, STANDARDS AND AMENDMENTS -WAC 2009 IMC, STANDARDS AND AMENDMENTS -WAC 2009 IFC. STANDARDS AND AMENDMENTS -WAC 2009 IPC, STANDARDS AND AMENDMENTS -WAC 51-57. SITE NAME: SEAQ -PONCHO SITE ADDRESS: 10581 BEACON AVE S SEATTLE, WA 98178 51-50; 51-52; 51-54; 51-56, " ZOO 4-c-tr f tc-? JAND OWNER: SEATTLE CITY LIGHT 700 FIFTH AVE, SUITE 3200 SEATTLE, WA 98104 PHONE: (206) 684-3000 JURISDICTION: CITY OF TUKWILA PARCEL NUMBER: 687420-1170 evfr PROJECT DESCRIPTION: THIS PROPOSAL IS FOR THE INSTALLATION OF (6) VERIZON WIRELESS OUTDOOR EQUIPMENT CABINETS MOUNTED ON A CONCRETE PAD WITHIN A 20'-0" X 30'-0" FENCED LEASE AREA. ALSO THE ADDITION OF (12) VERIZON WIRELESS ANTENNAS MOUNTED AT AN EXISTING 131'-8"± HIGH TRANSMISSION TOWER. SEAQ -PONCHO 10581 BEACON AVE S SEATTLE, WA 98178 SCL TOWER#: DU 2/7S LAT: 47° 30' 21.32"N LONG: 122° 16' 14.38"W ELEV: 278.6' AMSL LEGAL DESCRIPTION SITE PERSPECTIVE REVIEWED FOR CODE COMPLIANCE APPROVED MAY 13 2013 City of BUILDING nI Flan review approval Is eutiacit to errors and .►: ` royal of oonstniclan documents n of any adopiedcodo or Flelty;opy and condlio Isada of work t�s,►�t POTTERY WORKS ADD C OF S IRAN LN R/W OVER ADO 3'Z maO to the cope r' or ^,A ioYafot ng Dwiw'n. {ire a new plan sutal plan re~3 fees. T ' M!a Bulks NOTE: V3ans ty��l req wH:J (hazy ince ,"Lal CONTRACTOR NOTE THE ARCHITECTS ENONEERS HAVE MADE EVERY EFFORT TO SET FORTH IN TIE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. CONTRACTORS BIDDING THE JO ARE NEVERTHFI FCC CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND 0R SPECIFICATIONS SHALL NOT EXCUSE SAID CCNTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS THE BIDDER SHALL BENT THE RESPONSIBIUDf CF NOTIFYING (4N WRITING) THE ARCHITECT ENGINEER OF ANY CONFUCTS. ERRORS, OR OMISSIONS PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL IN THE EVENT OF ISCREPANCJES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK. UNLESS DIRECTED OTHERWISE. GENERAL NOTES 1. DRAWINGS ARE NOT TO BE SCALED. WRITTEN DIMENSIONS TAKE PRECEDENCE. AND THIS SET OF PLANS 15 MAGMA/ADC TO BE USED FOR PURPOSES ONLY, UNLESS NOTED OTHERWISE 711E GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE MATERIALS, ALLMATERIALS, EQUIPMENT. LABOR, AND ANYTHING ELSE DEEMED NECESSARY TO COMPLETE INSTALLATIONS AS DESCRIBED HEREIN. 2. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS INVOLVED SHALL VISIT THE JOB Na SITE AND FAMIU2E THEMSELVES WITH ALL CONDITIONS AFFECTING THE NEW PROJECT. WITH THE CONSTRUCTION AND CONTRACT DOCUMENTS, FIELD CONDITIONS AND CONFIRM THAT THE PROJECT MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTOR. ANY ERRORS, OMISSIONS, OR DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING. 3. THE GENERA_ CONTRACTOR SHALL RECEIVE WRITTEN AOIHORIZATION TO PROCEED WIM CONSTRUCTOR PRIOR TO STARTING WORK ON ANY REM NOT CLEARLY DEFINED Fir THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 4. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE LL TR CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ACONSTRUCTION MEANS. METH005,LL TECHNIQUES, SEQUENCES ANO PROCEDURES AND FOR COORDINATING APORTIONS OF 141E WORK UNDER TIE CONTRACT. LL 5. THE CONTRACTOR SHALL INSTALL AEOUIPMENT AND MATERIALS ACCORDNG TO MANUFACTURER'S/ VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE 6. ALL WORK PERFORMED ON PROJECT AND MATERIAINSTALLED SHALL BE IN STRICT ACCORDANCE 18114 AU. AAPPUCABLE CODES. REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES ..440 COMPLY MPRH ALL ES LAWS, ORDINANCES. RUL. REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPA_ AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL. AN0 STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. 7. THE STRUCTURAL COMPONENTS OF 11115 PROJECT SNE/FACIUTY ARE NOT TO 8E ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE 8. ANTENNA SUPPORTING POLE IS UNDER A SEPARATE CONTRACT. THE CONTRACTOR SHALL ASSIST ANTENNA INSTALLATION SUB -CONTRACTOR IN TERMS OF COORDINATION AND SITE ACCESS. ERECTION SUB SHALL ALL BE RESPONSIBLE FOR PROTECTION OF PERSONNEL AND PROPERTY FROM HAZARDOUS EXPOSURE TO OVERHEAD DANCERS. 9. GENERAL CONTRACTOR SHALL PROVIDE AT THE PROJECT SITE A FULL SET OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS ANO ADDENDA OR CLARIFICATIONS FOR THE USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. 10. DETAILS INCLUDED HERON ARE INTENDED TO SHOW END RESULT OF DE90N. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB 0090114IN5 OR SITUATIONS, AND SUCH K MODIFICATIONS SHALL BE INCLUDED AS PART OF THE SCOPE OF WOR 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT COSTING IMPROVEMENTS. EASEMENTS. PAVING. CURBING. ETC. DURING CONSTRUCTION UPON PL COMETION OF WORK. CONTRACTOR SHALL REPAIR ANY DANAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. 12. CONTRACTOR SHALL ENSURE THE GENERAL WORK AREA IS KEPT CLEAN ANO HAZARD FREE DURING CONSTRUCTION AND 05PD5E OF ALL 0017, DEBRIS. RUBBISH AND REMOVE EOUIPMENT NOT SPEOF1ED AS REMAINING ON TIE PROPERTY. PREMISES SHALL 8E LEFT 1N CLEAN CONDITION AN0 FREE FROM PAINT SPOTS. OUST, OR SMUDGES OF ANY NATURE. APPROVALS/ISSUE DATES CO omissions• a) etdlroiie Q-) SITE ALPHA_ NO: DATE ISSUED A5 maim ..... it Preliminary Preliminary–Revised 1..1.,1 Irm48E PPM PAC Zoning–Special Use Permit Application licatio9 i Construction Permit RIM 111 111 1 Issued for Zonin Construction KDC Issued for Construction 4720 20011 STREET SW SUITE 200 Issued Zoning & Construction Permit PHONE 425.670.8651 As Built/Record Set . LICENSURE: For Owner and Engineering Approval DATE: 01/31/2011 VERIZON WIRELESS CELLULAR DESIGN ENGINEER APPROVAL PRINTED NAME SIGNATURE TITLE DATE 11/17 ISSUED FOR RLD 2010 90Z CO REVIEW VERIZON WIRELESS PROPERTY OWNER APPROVAL_ ISSUED FOR 8Ml TITLE CONSTRUCTION R 12/21 ISSUED FOR REVISED JPM CITY OF TUKWILA APR 30 2013 PERNT f:FMT>�t� SYMBOLS LIST `fir 1 ELEVATION NUMBER SHEET NUMBER DETAIL NUMBER SHEET NUMBER SECTION NUMBER SHEET NUMBER — E —E- - T —T — G—G— {N] NEW [E] EXISTING PROPERTY UNE ELECTRICAL SERVICE TELCO SERVICE GROUNDING cJ r4 ELECTRIC METER ELECTRICAL WIRING (TURNING UP) ELECTRICAL WIRING (TURNING DOWN) BACKBOARD RECEPTACLE SPECIAL RECEPTACLE Et 0UADRAPL RECEPTACLE WASTER GROUND BAR GROUND ATTACHMENT DRIVING DIRECTIONS FROM SFATAC INTERNATIONAL AIRPORT - DEPART SEATTLE–TACOMA INTERNATIONAL ARPT–NORTH ENT ON LOCAL ROAD(S) (NORTH–WEST) TAKE RAMP (RIGHT) ONTO SR-518WA-518 / 1-5 / 1-405 SEATTLE / TACOMA TAKE RAMP (LEFT) ONTO 1-51-5 / SEATTLE AT EXIT 157, TAKE RAMP (RIGHT) ONTO SR -900 [MARTIN LUTHER KING WAY S]M L KING WAY TURN RIGHT (EAST) ONTO S RYAN WAY TURN RICHT (SOUTH) ONTO 51ST AVE 5 TURN RIGHT (WEST) ONTO S 109TH ST ARRIVE 10581 BEACON AVE S, SEATTLE. WA 98178 'L�3-Oy CONFIDENTIAL AND PROPRIETARY Not for disclosure outside VERIZON WIRELESS without permission. VICINITY MAP E; 9. s%.9ea10e .+ 194 'ION 0 R T 9 vn• `nss r __– - A PLANS PREPARED FOR: b8. /// CO omissions• a) etdlroiie Q-) :',.; 1 maim ..... it PLANS PREPARED 8Y: ■ 1..1.,1 Irm48E PPM PAC mum i mg ti RIM 111 111 1 . ii1 KDC ARCHITECTS.ENGINEERS, P.C. 4720 20011 STREET SW SUITE 200 LYNNWOCO, WA 98036 PHONE 425.670.8651 FAX: 425.712.0846 LICENSURE: (-AM- le s-'3 DATE: 01/31/2011 DRAWN BY: RLD CHECKED BY: EJC REVISIONS DATE DESCRIPTION BY 11/17 ISSUED FOR RLD 2010 90Z CO REVIEW 12/02 ISSUED FOR 8Ml 2010 CONSTRUCTION 12/21 ISSUED FOR REVISED JPM 2010 CONSTRUCTION 01/19 ISSUED FOR REVISED 8611 2011 CONSTRUCTION 01/31 ISSUED FOR REVISED RID CONSTRUCTION 2011 PROJECT: SEAQ - PONCHO 10581 BEACON AVE S SEATTLE, WA 98178 PROPERTY_ PROPERTY UNE i _ - PROPERTY UNE - --Z_ PROPOSED PROJECT AREA SEE 0 GEN:ERAL;:NOTES : p10 NOTF- CAUTION! CALL BEFORE YOU DICT BURIED UTILITIES EXIST IN THE AREA ANO UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE -CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. 1-800-424-5555 GENERAL NO WS. REFER TO T-1 & 2/A-5 FOR GENERAL NOTES. 072 0 PROPERTY UNE PROPERTY LINE ' /I I eOe�, /N I OVERALL SITE PLATT ISCAE FOR 24.36: 1"= 50'-0" SCALE FOR 11017: 1' = 100'-01 i APN: 687420-1170 I 0 50' 100• 25 75' N O R T H S 109TH ST RECEIVED CITY OF TUKWILA APR 3 0 2013 PERMIT CENTER • PLANS PREPARED FOR: gg, Vero nwireless PLANS PREPARED BY: MOW* 11111•K PMPMIIT MR MI fiti MI II NM 11( II1 ME i I.1 M. I i KDC ARCHITECT5.ENGlNEERS, P.C. 4720 200TH STREET SW SUDS Zoo LYNNWOOD, WA 98036 PHONE 425.670.2651 FAX 425.712.0846 1 LICENSURE: DATE: 01/31/2011 DRAWN BY: RLD CHECKED BY: EJC REVISIONS DATE DESCRIPTION BY 11/17 2010 ISSUED FOR 902 CD REVIEW RIO 12/02 2010 ISSUED FOR CONSTRUCTION BAH 12/21 2010 ISSUED FOR REVISED CONSTRUCTION UPM 01/19 2011 ISSUED FOR REVISED CONSTRUCTION EBM1 01/31 2011 ISSUED FOR REVISED CONSTRUCTION RID PROJECT: SEAQ - PONCHO 10581 BEACON AVE S SEATTLE, WA 98178 20' 40' (SCALE FOR 2443& 1'= 20'-0' SCALE FOR 11X17: 1' = 40'-0'I 10' 30' NORTH 014 OH IU w Q IF I in 411 KEYED -NOTES OEXIS11NG DIR1 ACCESS ROAD OEXISTING O.H. POWER UNES (TYPICAL) <2> EXISTING UTU1Y POLE ($1339373) (VERIZON WIRFIFcS P.O.C.) OEXISTING BOLLARD (TYPICAL) OEXISTING FIRE HYDRANT OEXISTING SINGLE FAMILY RESIDENCE O7 EXISTING BRUSH UNE O8 EXISTING GRASS AREA (TYPICAL) OPROPOSED VERIZON WIRELESS U.G. POWER/TELCO ROUTE (APPROX. 30'7) e a GENERAL NOTES THIS IS NOT A SITE SURVEY - ALL PROPERTY BOUNDARIES, ORIENTATION OF TRUE NORTH ANO STREET HALF -WIDTHS HAVE BEEN OBTAINED FROM A TAX PARCEL MAP AND ARE APPROXIMATE. DIG NOT[; CAUTION? CALL BEFORE YOU DIC' BURIED UTILITIES EXIST IN THE AREA ANO UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE CONTACT THE ONE -CALL UTUTY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. 1-800-424-5555 POWER/TELCO NOTE POWER TO ORIGINATE FROM THE EXISTING UTILITY POLE (11339373), THEN ROUTE U.G. TO THE PROPOSED METER/DISCONNCET, LOCATED ON THE VERIZON WIRELESS PROPOSED UTUTY RACK. (APPROX. 30'-O't) TELCO TO ORIGINATE FROM THE EXISTING UTILITY POLE ($1339373), THEN ROUTE U C TO TO THE PROPOSED TELCO BOX, LOCATED ON THE PROPOSED VERIZON WIRELESS UTUTY RACK (APPROX 30'-0'±) CFNFRAI NOTES REFER TO T-1 & 2/4-5 FOR GENERAL NOTES. REVEV'VED FOR CODE COMPLIANCE APPROVED MAY 13 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 3 0 2013 PERMIT CENTER [PLANS PREPARED FOR: veri�onwireless PLANS PREPARED 8Y: IL ITP4 PPM RTA /RR MI NM IS IN I 11111 lin Mf X 1 En i 11 II i 1 KEll D ARCHITECTS.ENGINEERS, P.C. 4720 200TH STREET SW SURE 200 LYNNWOOD, WA 98036 PHONE 425.6748651 MX- 425.712.0846 LICENSURE: DATE: 01/31/2011 DRAWN 8Y: RLD CHECKED BY: EJC REVISIONS DATE DESCRIPTION BY 11/17 2010 ISSUED FOR 905 CO REVIEW RED 12/02 2010 ISSUED FOR CONSTRUCTION BAH 12/21 2010 ISSUED FOR REVISED CONSTRUCTION JPM 01/19 2011 ISSUED FOR REVISED CONSTRUCTION BN -I 01/31 2011 ISSUED FOR RLY15ED CONSTRUCTION RED PROJECT: SEAQ - PONCHO 10581 BEACON AVE S SEATTLE, WA 98178 ANTENNA / COAX SCHEDULE SECTOR QUANTITY TIP HEIGHT ANT. SZE AZIMUTH COAX RUNER S SZE LENCOAX 1H II 1 1 NEW 50'-O' 4'-0' 335' 2 NEW 7/8' 75'-0't LICENSURE: 3 NEW 50"-0' 8'-0' 335' 4 NEW 7/8' 75-0't '8' 1 NEW 50'-0' 4"-0' 125" 2 NEW 7/8' 65-0't '8' 3 NEW 50'-0' 8'-O' 125' 4 NEW 7/8' 65-0't 01/31 2011 1 NEW 50"-0' 4'-O' 230' 2 NEW 7/8' 70'-0'± '0' 3 NEW 50'-0" 8'-0' 230' 4 NEW 7/8' 70'-0't • ENLARGED SITE PLAN SCALE FOR 24,36 I/4"• i'-0' SCALE FOR 11017: 1/8' = 1'-0' 0 4' 8' 2' 6' NORTH i 1 'GENERAL -NOTES P115 IS NOT A SITE SURVEY' ALL PROPERTY BOUNDARIES, ORIENTATION OF TRUE NORTH AND STREET HALF -WIDTHS HAVE BEEN OBTAINED FROM A TAX PARCEL MAP AND ARE APPROXIMATE DIG NOW. CAUTION! CALL BEFORE YOU DIG! BURIED UTIUTIES EXIST IN THE AREA AND UTIUTY INFORMATION SHOWN MAY NOT BE COMPLETE CONTACT THE ONE -CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. 1-800-424-5555 POWFR/TFLCO NOTE" POWER TO ORIGINATE FROM THE EXISTING UTILITY POLE (/1339373), THEN ROUTE U.G. TO THE PROPOSED METER/DISCONNCET, LOCATED ON THE VERIZON WIRELESS PROPOSED UTILITY RACK. (APPROX. 30'-0't) TELCO TO ORIGINATE FROM THE EXISTING UTIUTY POLE 01339373), THEN ROUTE U.C. TO TO THE PROPOSED TELCO BOX, LOCATED ON THE PROPOSED VERIZON WIRELESS UTIUTY RACK. (APPROX. 30'-0'f ) GENERAL NOTES REFER TO 3-1 & 2/A-5 FOR GENERAL NOTES. FENCE NOTES REFER TO 6/A-5 FOR FENCE NOTES. 1 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 13 2013 City of Tukwila BUILDING DIVISION \7" 1 KEYED NOTES ,: EXISTING ACCESS GATE (TYPICAL) COSTING UTILITY RACK COSTING ICE BRIDGE IX15T1NG OUTDOOR EQUIPMENT CABINET OF OTHERS MOUNTED ON I -BEAMS ON CONC. PAD EXISTING CHAIN UNK FENCE W/ PRIVACY SLATS EXISTING RELOCATED Y-6' ACCESS GATE EXISTING 131 "-8't TALL TRANSMISSION TOWER EXISTING 3"-6' ACCESS GATE TO BE RELOCATED EXISTING GRASS AREA PROPOSED VERIZON WIRELESS 12'-O' DBL. WIDE ACCESS GATE e PROPOSED VERZON WIRELESS UTILITY RACK W/ NEW 2003 SERVICE METER DISCONNECT. TELCO BOX, ILC AND GENERATOR PLUG PROPOSED VERIZON WIRELESS U.C. POWER/TELCO ROUTE 4 (SEE A-1.1 FOR CONTINUATION) 4 PROPOSED VERIZON WIRELESS 6"-0' FOG11 CHAIN UNE FENCE W/ a PRIVACY SLATS PROPOSED VERZON WIRELESS COAX ROUTE AT ICEBR1DGE PROPOSED VEFSZON WIRELESS 10'-0' ICEBRIDGE 10 PROPOSED VERIZON WIRELESS GPS ANTENNA MOUNTED AT ICEBRIDGE e POST PROPOSED VERIZON WIRELESS OUTDOOR EQUIPMENT CABINETS (6 TOTAL) MOUNTED ON A 8'-0' X 20'-0' CONC. PAD PROPOSED VERIZON WIRELESS ANTENNAS (12 TOTAL. 4 PER SECTOR) PROPOSED VERIZON WIRELESS ANTENNA FRAME MOUNT (2 TOTAL) PROPOSED VERMIN WIRELESS COAX ROUTE AT TRANSMISSION TOWER AEI <2> PROPOSED VERIZON WIRELESS 2-3/B' X 12'-6' STIFF ARMS TO CONNECT TO TOWER LEG (MAX 1"-6' FROM TOWER BRACING JOINTS; T191CAL) PROPOSED VERIZON WIRELESS ADJUSTABLE SLOPE MOUNT (3 TOTAL) © PROPOSED VERIZON WIRELESS SECTOR FRAME MOUNT .0, � S`CTOR r72SJ\B* PROPOSED ANTENNA LAYOUT 8' I SCALE FOR 24,36. 1/4'. 1'-0' SCALE FOR 11017: 1/8' = 1'-0' I NORTH RECEIVED CITY OF TUKWILA APR 3 0 2013 PERMIT CENTER PLANS PREPARED FOR: i \------,,_ verimnwireless PLANS PREPARED BY: R m mium F^1N mix IW[ 1 MI MK WI OW II 1 ME Mil ME II 11 KDC ARCHITECTS -ENGINEERS, P.0 4720 200714 STREET SW SUITE 200 LYNNWOOD. WA 98036 PHONE: 425.670.8651 FAX: 425.712.0846 LICENSURE: DATE: 01/31/2011 DRAWN BY: RLD CHECKED BY: EJC REVISIONS DATE DESCRIPTION BY 11/17 2010 ISSUED FOR 902 CO REVIEW RLD 12/02 ISSUED FOR BAH 2010 CONSTRUCTION 12/21 2010 ISSUED FOR REVISED CONSTRUCTION JPM 01/19 2011 ISSUED FOR REVISED CONSTRUCTION BAH 01/31 2011 ISSUED FOR REVISED CONSTRUCTION RLD PROJECT: SEAQ - PONCHO 10581 BEACON AVE S SEATTLE, WA 98178 ISCALE FOR 24.3& I/8". r-0* SCALE FOR 11917: I/16" . 1'-0" I T.O. EXISTING ANTENNAS SOF OTHERS & TRANSMISSION TOWER 131'-8"t '=Y C.L OF ?CONDUCTOR 96'-6"t C.L OF SCONOUCTOR 78'-0"t ?T.O. PROPOSED VERIZON WIRELESS ANTENNAS 50.-0. GRADE O 0 • .0 11 ,! a1!fllLLplI _TALI v: NORTH ELEVATION II 0 6' 16' 4' 12' GRADE 0'-0 T.O. EXISTING ANTENNAS SOF OTHERS & TRANSMISSION TOWER 131'-8"t C.L OF $CONDUCTOR 115'-0-t C.L OF CONDUCTOR 96'-6"t C.L OF CONDUCTOR 78'-0't • I KEYED NOTES $T.O. PROPOSED VERIZON WIRELESS ANTENNAS 50'-0 GRADE 0 EAST ELEVATION (SCALE FOR 24936: 1/6.- 1'-0" SCALE FOR 11917: 1/16" m 1'-0 1 0 8' 16' 4' 12' GRADEO'—D• 10 11 t2 13 14 15 16 EXISTING FIRE HYDRANT EXISTING UTIUTY POLE (/1339373) (VERIZON WIRELESS P.O.C.) EXISTING BOLLARD (TYPICAL) EXISTING UTUrr RACK EXISTING ICE BRIDLE EXISTING OUTDOOR EOUIPMENT CABINET OF OTHERS MOUNTED ON I—BEAMS ON CONC. PAD EXISTING CHAIN UNK FENCE W/ PRIVACY SLATS EXISTING 131'-8"± TALL TRANSMISSION TOWER EXISTING ANTENNAS OF OTHERS (TYPICAL) PROPOSED VERIZON WIRELESS IFTIUTY RACK W/ NEW 200A SERVICE METER. DISCONNECT. TELCO 80X. 9.0 AND GENERATOR PLUG PROPOSED VERIZON WIRELESS 6"-0" HIGH CHAIN UNE FENCE W/ PRIVACY SLATS PROPOSED VERIZON WIRELESS 10'-0" ICEBRIDGE PROPOSED VERIZON WIRELESS GPS ANTENNA 40UNIED AT ICEBRIDGE POST PROPOSED VERIZON WIRELESS OUTDOOR EOUIPMENT CABINETS (6 TOTAL) MOUNTED ON A 8'-0" X 20'-0" CONC. PAO PROPOSED VERIZON WIRELESS ANTENNAS (12 TOTAL. 4 PER SECTOR) PROPOSED VERIZON WIRELESS ANTENNA FRAME MOUNT (3 TOTAL) °y V 0 La:.Z. . Ra}�. •..yJl I;.�.iy.y •.I - <> PROPOSED VERIZON WIRELESS 2-3/8" X 12-6" STIFF ARMS TO CONNECT TO TOWER LEG (MAX 1'-6" FROM TOWER BRACING JOINTS: TYPICAL) GENERAL NOTES FFNCF NOTF- EXISTINC AND PROPOSED CHAIN UNK FENCE SHOWN AS OASHED UNE FOR CLARITY. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 1 3 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 3 0 2013 PERMIT CENTER PLANS PREPARED FOR: Veri gnwireless PLANS PREPARED BY: X mum mai IWO EN 1 MR MI WIS IN I i _SII1 KDC ARCHITECTS.ENGINEERS, P.0 4720 200tH STREET SW AIRF 200 LYNNW00D, WA 98036 PHONE 425.67686.51 FAX 425.712.0846 UCENSURE: DATE: 01/31/2011 DRAWN BY: RLD CHECKED BY: EJC REVISIONS DATE DESCRIPTION BY 11/17 2010 ISSUED FOR 90X CD REVIEW RLD 12/02 2010 ISSUED FOR CONSTRUCTION BAH 12/21 2010 ISSUED FOR REVISED CONSTRUCTION JPM 01/19 2011 ISSUED FOR REVISED CONSTRUCTION BAH 01/31 2011 ISSUED FOR REVISED CONSTRUCTION RLD PROJECT: SEAQ - PONCHO 10581 BEACON AVE S SEATTLE, WA 98178 ISCILE FOR 24x36: 1/8'= 1'-0' SCALE FOR 11x17: 1/16' - 1'-0' I T.O. EXISTING ANTENNAS %SOF OTHERS & TRANSMISSION TOWER 131-8t C.L OF CONDUCTOR 115'-0't C.L OF ?CONDUCTOR 96'-6't C.L OF e.liCONDUCTOR 78'-0't T.O. PROPOSED ?VERIZON WIRELESS ANTENNAS GRADE 0'-0" • SOUTH ELEVATION ISCILE FOR 24+36: 1/8.- I'-0' SCALE FOR 11X17: 1/16' - I-0 1 0 8' 16' 4' 12' GRADED T.O. D09190 ANTENNAS �OF OTHERS & TRANSMISSION TOWER 131'-8't C.L OF CONDUCTOR 115'-0't C.L OF ,i;,CONOUCTOR 96'-6't C.L OF e.tioCONDUCTOR 78'-0"t A' 1 :KEYED NOTES 10 I1 12 13 t4 15 1091190 FIRE HYDRANT EXISTING UTILITY POLE (j1339373) (VERIZON WIRELESS P.0 C.) EXISTING BOLLARD (T(PICAL) EXISTING UTILITY RACK EXISTING ICE BRIDGE EXISTING OUTDOOR EQUIPMENT CABINET OF OTHERS MOUNTED ON 1 -BEAMS ON CONC. PAD EXISTING CHNN UNK FENCE W/ PRNACY SLATS EXISTING 131' -Tr t TAU. TRANSMISSION TOWER EXISTING ANTENNAS OF OTHERS (TYPICAL) PROPOSED VERIZON WIRELESS UTILTY RACK W/ NEW 200A SERVICE METER. DISCONNECT. 17700 BOX. RC AND GENERATOR PLUG PROPOSED VERIZON WIRELESS 6'-0" HUGH CHAIN LINE FENCE W/ PRIVACY SLATS PROPOSED VERIZON WIRELESS 10'-0- ICEBRIDGE PROPOSED VERIZON WIRELESS GPS ANTENNA MOUNTED AT ICEBRIDGE POST PROPOSED VERIZON WIRELESS OUTDOOR EQUIPMENT CABINETS (6 TOTAL) MOUNTED ON A 8'-O' X 20'-0. CONC. PAD PROPOSED VERIZON WIRELESS ANTENNAS (12 TOTAL. 4 PER SECTOR) 1 PROPOSED VERIZON WIRELESS ANTENNA FRAME MOUNT (3 TOTAL) PROPOSED VERIZON WIRELESS COAX ROUTE AT TRANSMISSION TOWER <2> PROPOSED VERIZON VRRFI FSS 2-3/8- X 12'-6' STIFF ARMS TO CONNECT TO TOWER LEC (MAX 1'-6 FROM TOWER BRACING JOINTS: TYPICAL) GENERAL _NOTES FTNCE NOTE: EXISTING AND PROPOSED CHAIN LINK FENCE SHOWN AS DASHED UNE FOR CLARITY. 1.0. PROPOSED VERIZON WIRELESS ANTENNAS 50'-0 elioGRAOE 0 WEST ELEVATION 0 8' 16' 4' 12' GRADE O'-0 RECEIVED CITY OF TUKWILA APR 3 0 2013 PERMIT CENTER PLANS PREPARED FOR: V) (1) IiiiCDIliiiiiik W Oa ,•r PLANS PREPARED BY: 8 IMMIM rewlF IBONfi PS F MIN NM KIN 111 NM IN I 1 MI 11 i1 .NII 1 KDC ARCHITECTS.ENGINEERS, P.0 4720 20014 STREET SW SURE 200 LYNNWOOD, WA 98036 PHONE: 425.6709651 FAX 425.712-0846 LICENSURE: DATE: 01/31/2011 DRAWN BY: RLD CHECKED BY: EJC REVISIONS DATE DESCRIPTION BY 11/17 2010 ISSUED FOR 909 C0 REVIEW RLD 12/02 ISSUED FOR BAH 2010 CONSTRUCTION 12/21 ISSUED FOR REVISED 2010 CONSTRUCTION ,IPM 01/19 ISSUED FOR REVISED BAH 2011 CONSTRUCTION 01/31 2011 ISSUED FOR REVISED CONSTRUCTION 9, L PROJECT: SEAQ - PONCHO 10581 BEACON AVE S SEATTLE, WA 98178 .8750 MOUNTING HOLES IN INTERNAL CABINET FRAME (TYP OF 6 PLACES) 9/16"0 x 1 1/4" SLOTTED HOLES (TYPICAL) EQUIPMENT ATTACHMENT TO SKID PER MFR. SPECS MODCELL 4.OB L NOIE: SEE DETAIL 5/A-4 FOR ANCHOR DETAIL OUTDOOR EQUIPMENT CABINET DIMENSION & WEIGHT CABINET APPROIL uAX. WEIGHT DIMENSIONS PRIMARY 1497 LBS (679.03 KG) BATTERY 976 LBS (442.70 KC) 35.4"x40•x72• (900mm x 1016mm x 1829mm) 29"x32"x85.58" (737mm x 813mm x 2174mm) 35.80" MODCELL CABINET MOUNTING SKID CABINET MOUNTING DETAIL NOT TO SCALE 1/2"0 HARDWARE CABINET CONNECTION TO 5110 PER MFR. SPECIFICATIONS MP) ANCHOR AT CONC. TO BE 1/2"0 HILR KWIK BOLT 3. WN. 3 1/2" EMBED PROPOSED EQUIPMENT CONCRETE PAD 20'-0 FINAL GRADE SLOPE AWAY FROM CONCRETE PLAN YIFW COMPACTED CRUSHED STONE OR GRAVEL (OPTIONAL; THICKNESS AS REOD) 15O 12" O.C. EA. WAY O tL OF SLAB 11 EVATION VIFW CAVATE AS REQUIRED TO REMOVE VEGETATION Al TOPSOIL EXPOSE UNDISTURBED NATURAL SUBCRADE & PUCE CRUSHED STONE AS REOUIRED NOTES. 1. FOR CONCRETE NOTES SEE DETAIL 3/A-5;FOR CML NOTES SEE DETAIL 4/A-5. 2. GRAVEL SHALL 8E NATURAL OR CRUSHED STONE WITH 100 PERCENT PASSING 1 INCH SIEVE. ANCHOR DETAIL NOT TO SCALE CONCRETE PAD DETAIL NOT TO SCALE REVIEWED FOR CODE COMPLIANCE APPROVED MAY 1 3 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 3 0 2013 PERMIT CENTER NOT USED, NOT TO SCALE NOT USED NOT TO SCALE 20'-0" CONCRETE PAD I 1" 2'-8" 5" 2'-8" 2'-11" 2'-11" 2'-11" 2'-11" CABINET CABINET CABINET CABINET CABINET CABINET 1.61 CC •i 6 tOPO EQUIP. ABIN ZOPOSdO EOUIP. JIBINE I\ \ I \ \ �1 \I Tao -1 PROPOSL ROPOSEDPROPOSE EQUIP. EQUIP. EQUIP. CABINET CABINET CABINET ROPOSEC EQUIP. CABINET m Z PROPOSED VERIZON WIRELESS OUTDOOR EQUIPMENT CABINETS (6 TOTAL) PROPOSED 8'-0" X 20. -0 - CONCRETE PAD EQUIPMENT LAYOUT NOT TO SCALE PROPOSED VERIZON WIRELESS OUTDOOR EQUIPMENT ) t : 1 16.1 CABINETS (6 TOTAL) m / • ME • 1• • • - �Ii I PROPOSED 8'-0" X 20'-0" CONCRETE PAD e 1 Mit ilk X • it PROPOSED 8'-0" X 20'-0" CONCRETE PAD :_1 • ®EQUIPMENT ELEVATION NOT TO SCALE PROPOSED EQUIPMENT CABINET RUBBER BOOT 1 vv - (LUCENT PROVIDED) 1 /2" COAXIAL I ANTENNA JUMPER CABLES (LUCENT PROVIDED) • 2" UOUID-TIGHT STEEL FLEXIBLE CONDUIT 2" UOUID-TIGHT CONNECTOR (ASSEMBLY) 2" HUB/COUPUN6(PART OF CABINET) 2• UQUID-TIGHT CONNECTOR (ASSEMBLY) jj/ 2• LIQUID -TIGHT STEEL FLEXIBLE CONDUIT PROPOSED 8'-0" X 200-00" CONCRETE PAO 0 1 P/T ENTRY POINTS DETAILS NOT TO SCALE PROPOSED VERIZON WIRELESS OUTDOOR EQUIPMENT CABINETS (6 TOTAL) ) t : 1 t : i I olkaill lialr PLANS PREPARED BY: TB 1R.S.PIK I•! •PN P.M -. Ilia 1 Mit ilk X • it PROPOSED 8'-0" X 20'-0" CONCRETE PAD KDC • IN LYNMS'000, WA 98036 PHONE 425.670.8651 FAX: 425.712.0846 LICENSURE: 12 EQUIPMENT ELEVATION A-4 NOT TO SCALE DRAWN BY: RLD CHECKED BY: EJC REVISIONS DATE DESCRIPTION BY 11/17 2010 ISSUED FOR 906 CD REVIEW RLD 12/02 2010 ISSUED FOR CONSTRUCTION BAH ) L O ( L 11 ( CONSTRUCTION 01/19 ISSUED FOR REVISED L 2011 CONSTRUCTION . 1 01/31 2011 ISSUED FOR REVISED CONSTRUCTION m I r T} PROJECT: m PONCHO 10581 BEACON AVE S l A.4 L to r` — 1 0.0.0 C j o•0.0 t O = O C GRAM' I /:94116 1 \ - `PROPOSED 8'-0" X 20'-0" 6 CONCRETE PAD ®EQUIPMENT ELEVATION NOT TO SCALE PROPOSED VERIZON WIRELESS OUTDOOR EQUIPMENT ' CABINETS (6 TOTAL) ) = lam_ I olkaill lialr PLANS PREPARED BY: TB 1R.S.PIK I•! •PN P.M -. Ilia 1 Mit ilk X • it PROPOSED 8'-0" X 20'-0" CONCRETE PAD KDC • IN LYNMS'000, WA 98036 PHONE 425.670.8651 FAX: 425.712.0846 LICENSURE: 12 EQUIPMENT ELEVATION A-4 NOT TO SCALE DRAWN BY: RLD CHECKED BY: EJC REVISIONS DATE DESCRIPTION BY 11/17 2010 ISSUED FOR 906 CD REVIEW RLD 12/02 2010 ISSUED FOR CONSTRUCTION BAH 12/21 ISSUED FOR REVISED JPM 2010 CONSTRUCTION 01/19 ISSUED FOR REVISED 8641 2011 CONSTRUCTION 1 01/31 2011 ISSUED FOR REVISED CONSTRUCTION RIO PROJECT: SEAQ - PONCHO 10581 BEACON AVE S SEATTLE, WA 98178 A.4 GRAM' I `-PROPOSED 8'-0" X 20'-0" e6 CONCRETE PAD 0 EQUIPMENT ELEVATION NOT TO SCALE PROPOSED VERIZON WIRELESS OUTDOOR EQUIPMENT CABINETS (6 TOTAL) ) n( W fiCO lam_ I olkaill lialr PLANS PREPARED BY: TB 1R.S.PIK I•! •PN P.M -. Ilia 1 Mit ilk X • it PROPOSED 8'-0" X 20'-0" CONCRETE PAD KDC ■ IN LYNMS'000, WA 98036 PHONE 425.670.8651 FAX: 425.712.0846 LICENSURE: 12 EQUIPMENT ELEVATION A-4 NOT TO SCALE PLANS PREPARED FOR: ) n( W fiCO liii r114111.1 I olkaill lialr PLANS PREPARED BY: TB 1R.S.PIK I•! •PN P.M -. Ilia 1 Mit ilk X 11111 IN in II 1 11 NE II KDC ARQIITECTS.ENGINEERS, P.0 4720 200TH STREET SW SUITE 200 LYNMS'000, WA 98036 PHONE 425.670.8651 FAX: 425.712.0846 LICENSURE: DATE: 01/31/2011 DRAWN BY: RLD CHECKED BY: EJC REVISIONS DATE DESCRIPTION BY 11/17 2010 ISSUED FOR 906 CD REVIEW RLD 12/02 2010 ISSUED FOR CONSTRUCTION BAH 12/21 ISSUED FOR REVISED JPM 2010 CONSTRUCTION 01/19 ISSUED FOR REVISED 8641 2011 CONSTRUCTION 1 01/31 2011 ISSUED FOR REVISED CONSTRUCTION RIO PROJECT: SEAQ - PONCHO 10581 BEACON AVE S SEATTLE, WA 98178 A.4 NOM5: 1. INSERT SCISSOR BRACKETS BETWEEN THE UPPER ANTENNA MOUNTING BRACKET AND THE UPPER POLE ADAPTER BRACKET. SECURE USING 1/2 INCH HARDWARE PROVIDED. 2. TO SET THE DEGREE OF OOWNT1LT. ALIGN THE DESIRED HOLES ON THE SCISSOR BRACKETS AND SECURE USING 5/16 INCH HARDWARE PROVIDED. THE NUMBER OF CONNECTORS WILL VARY BASED ON ANTENNA TYPE OPTIONAL DOWNTILT BRACKET PIPE MOUNT (TYP) VALMONT MICROFLECT PART 181001 OR APPROVED EOUAL PANEL ANTENNA (TYP) PARTS. ITEM QTY DESCRIPTION O 1 ADAPTER. POLE. LOWER 0 1 BRACKET. DOWNTILT. POLE © 1 BRACKET, DOWNTILT, ANTENNA O 6 1/2 X 1 HEX HEAD BOLT 0 6 1/2 SPOT WASHER 0 2 5/16 X 1 HEX HEAD BOLT 313 wila 2 5/16 SPUT WASHER 8 0 4 1/2" THREADED ROD 0 8 1/2' SPUT WASHER DESCRIPTION 12 1/2" NUT ANTENNA MOUNTING DETAIL NOT TO SCALE VALMONT MICROFLECT UNIVERSAL PIPE ADAPTER KIT PMT NO. 81534 Dc151NG ICE BRIDGE POST OR SIM4AR POST. ELEVATION GPS ANTENNA 1 I/4' NOMINAL DAMEIER (1.66' ACTUAL 0.0.) 0 MAX. SCHEDuIE 40 GALVANIZED STEEL MOUNTING PIPE (SEE NOTE 4) COAX CABLE .80ff5: 1. =Anon OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25X OF THE SURFACE AREA OF A HDASPHERE AROUND THE GPS ANTENNA 2. ALL CPS ANTENNA LOCATIONS MUST RF A81E TO RECEIVE CLEAR SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH HANDHELD CPS BEFORE FINAL LOCATION OF GPS ANTENNA 3. THE WEIGHT OF THE ANTENNA MOUNT R 6.5 LBS. 4. IF ICE BRIDGE OR 51MIUR POST IS NOT (ROUNDED, CROuND WITH /2 AWG TINNED BARE COPPER WIRE EXOTHERMICALLY BONDED TO POST AND CONNECTED TO GROUND RING. GPS ANTENNA DETAIL NOT TO SCALE GENERAL NOTES. 1. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES. REGULATIONS AND SAFETY REGULATIONS. ALL OSHA REGULATIONS. ALL PU8UC AND MUNICIPAL AUTHORITIES, AND ANY UTILITY COMPANIES' REGULATIONS AND DIRECTIVES. 2. THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF WORK. EXACT DIMENSIONS ANO LOCATIONS MAY CHANGE IN THE FELD. THE CONTRACTOR IS TO VERIFY THE DIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL DISCREPANCIES TO REPRESENTATIVE. ANY MINOR ERRORS AND OMISSIONS IN THE DRAWINGS AND SPECIFICATIONS DOES NOT EXCUSE THE CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. 3. CONTRACTOR 15 RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS AND ELECTRICAL ONES AND ANTENNA MOUNTING. 4. VERIFICATION THAT EXISTING TOWER/POLE CAN SUPPORT THE PROPOSED ANTENNA. COAX & ADDITIONAL EQUIPMENT LOADING IS TO BE DONE BY OTHERS. GENERAL NOTES NOT TO SCALE NOTES (INSTALL FENCING PER ASTM F-567, SWING GATES PER ASTM F- 900) 1. GATE POST. CORNER, ENO OR PULL POST 4" NOMINAL (4.5" 0.11) SCHEDULE 40 PIPE 5.79 LBS/UN FOOT FOR GATE WIDTHS UP THRU 6 FEET OR 12 FEET FOR DOUBLE SWING GATE PER ASTM -F1083_ 2. UNE POST: 2-1/2' (2.875' 0.0.) SCHEDULE 40 PIPE. 3.65 LBS/UN FOOT PER ASTM -F1083. 3. GATE FRAME 1 1/2 (1.875' 01)) PIPE. 2.72 LBS/UN FOOT PER ASTM -F1083. 4. TOP RAIL h BRACE RAIL: 1 1/2 " (1.875' 00) PIPE, 2.72 LBS/UN FOOT PER ASTM -F1083. 5. FABRIC: 12 GA CORE WIRE SIZE 2' MESH. CONFORMING TO ASTM -A392. 6. TIE WIRE MINIMUM 11 GA GALVANIZED STEEL AT POSTS AND RAILS A SINGLE WRAP OF FABRIC TIE AND AT TENSION WIRE BY HOG RINGS SPACED MAX 24" INTERNALS. 7. TENSION WIRE: 7 GA GALVANIZED STEEL. 8. BARBED WIRE DOUBLE STRAND 12-1/2" O.D. TWISTED WIRE TO MATCH WITH FABRIC 14 GA, 4 PT. BARBS SPACED ON APPROXIMATELY 5' CENTERS. 9. GATE LATCH: 1- 3/8 ' 0.D. PLUNGER ROD W/ MUSHROOM TYPE CATCH AND LOCK. KEYED AUKE FOR ALL SITES IN A GIVEN MTA 10. LOCAL ORDINANCE OF BARBED WIRE PERMIT REQUIREMENT SHALL 8E COMPUED IF REQUIRED. 11. HEIGHT = 6' VERTICAL + 1' BARBED WIRE VERTICAL DIMENSION. 12. INSTALL VINYL SLATS. FENCE NOTES NOT TO SCALE 3 STRANDS BARBED WIRE • 10'-0' OC MAX BOTTOM TENSION WIRE TOP RAL UNE POST 2 1/2' OD STD PIPE NOTE SEE NOTES ON DETAL B. TYPICAL ELEVATION TYPICAL SECTION EXTENSION ARMS TOP OF FABRIC pIANT OR FACILITY SIDE PROJECT ABOVE GROUND AND SLOPE ALL MOUND (TYP) FIN GRADE AS SHOWN RECEIVE CITY OF TUK APR 3 0 I. ALL CONCRETE WORK SHALL 8E IN ACCORDANCE WITH AC.1. 301. A.C.I. 318 AND THE SPECIFICATION CAST -IN-PLACE CONCRETE 2. UNLESS NOTED OTHERWISE. ALL CAST -IN-PLACE CONCRETE SHALL 8E NORMAL WEIGHT. AIR -ENTRAINED CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 2500 POUNDS PER SQUARE INCH AT 28 DAYS. TYPE I-II PORTLAND CEMENT WILL BE USED WITH A MAXIMUM AGGREGATE S2£ OF 3/4' AN0 60 AIX MR ENTRAINMENT. ALL CONCRETE WILL HAVE A MAXIMUM WATER/CEMENT (W/C) RATIO OF 0.48. 3. ALL CONCRETE FLATWORK SHALL HAVE A STIFF BROOM FINISH AND HAVE A SLOPE OF 1/8' PER FOOT UNLESS NOTED OTH ERWISE. 4. REINFORCING BARS SHALL BE NEW 8I1LET STEEL CONFORMING TO AS.T.M. A615, GRADE 60. DEFORMED. 5. DETAIL, FABRICATE AND ERECT REINFORCEMENT BARS. INCLUDING 8AR SUPPORTS. SPACERS. ETC. IN ACCORDANCE WITH "MAILING OF CONCRETE REINFORCEMENT" (AC.I. 315-80. REV. 1986). 6. UNLESS OTHERWISE NOTED. ALL LAP SPLICES SHALL BE CLASS B CONFORMING TO ACI 318-95. 7. A CHAMFER OF 1' SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE IN ACCORDANCE WITH A.C.I. 301 SECTION 42.4 UNLESS OTHERWISE NOTED. 8. CONCRETE WORK SHALL 8E COORDINATED WITH 7116 MECHANICAL. EQUIPMENT, AND ELECTRICAL WORK TO ASSURE THAT ALL AFFECTED PIPES, CONDUITS INSERTS. ETC. ARE IN PLACE AND VERIFIED BEFORE PLACING CONCRETE 9. CONCRETE COVER FOR REINFORCING BARS SHWA CONFORM TO THE FOLLOWING UNLESS INDICATED OTHERWISE ON T116 DRAWINGS: -CONCRETE EXPOSED TO WEATHER OR IN CONTACT WITH GROUND - 2 INCHES -CONCRETE CAST AGAINST EARTH- 3 INCHES 10.000RDINATE LOCATION OF STEEL ANCHOR BOLTS WITH STEEL FABRICATOR PRIOR TO INSTALLATION IN FIELD. 11.CONTRACTOR SHALL PROVIDE SLEEVES FOR ALL WALL/SLAB PENETRATIONS (PIPING. CONDUIT:ETC: POWER. TELCO ANO COAX TO ENTER SITE UNDER EQUIPMENT SUB. SEE STUB -UP PUN CONCRETE NOTES NOT TO SCALE NOTE SEE NOTES ON DETAIL 6. DBL. WIDE ACCESS GATE DETAIL NOT TO SCALE D SIV I L A C PERMIT CEI J CHAIN LINK FENCE DETAIL NOT TO SCALE 13 CORNER. ENO OR PULL POST (4' NOMINAL SCH. 40 PIPE) U.N.O. T=SEE NOTES ON DETAIL 6. DIAGONAL ROD W/ TURNBUCKLE (TYP.) BRACE RAL CHAIN LINK FENCE CORNER DEATAIL NOT TO SCALE 1. ALL 517E WORK SHALL 8E A5 INDICATED ON THE DRAWINGS AND STIPULATED IN THE SPECIFICATION PROJECT SUMMARY. 2. RUBBISH, STUMPS. DEBRIS, STICKS, STONES AND 011189 REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 3. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE PCS EQUIPMENT. TOWER AREAS. AND ADJACENT BUILDINGS. 4.N0 FILL OR EMBANKMENT MATERIAL SHALL 8E PLACED ON FROZEN GROUND. FROZEN MATERIALS. SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 5.711E SUBGRADE SHALL 8E COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO THE CRUSHED STONE APPUCATION. 5UBGRAOE AND BASE PREPARATON- 1.808 SLAB -ON -GRADE CONSTRUCTION R WILL BE NECESSARY TO OVEREXCJLVATE THE SDE BY 2'-0" AND IMPORT AN APPROVED GRANULAR FILL. THE FILL SHALL 8E COMPACTED TO AT LEAST 950 OF THE MAXIMUM DRY UNIT WEIGHT WITH A MOISTURE CONTENT WITHIN 20 OF THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY THE MODIFIED PROCTOR TEST (ASTM D-1557).COMPACTION REQUIREMENTS APPLY TO BACKFILL FOR UTILITY TRENCHES AND FOUNDATION EXCAVATIONS WITHIN STRUCTURES, DRIVEWAYS. OR PARKING LOT ARIAS. 2.COMPACTION SHALL BE ACCOMPLISHED BY PLACING THE FILL IN SUCCESSIVE, HORIZONTAL, APPROXIMATELY SIX- TO EIGHT -INCH LOOSE UFTS AND MECHANICALLY COMPACTING EACH UFT TO AT LEAST THE SPECIFIED MINIMUM DRY DENSITY. 3.ANY ORGANIC MATERIAL. DELETERIOUS MATERIAL OR DISTURBED SOIL SHALL 8E REMOVED FROM FLATWORK AREAS. 4.1HE GROUND SURFACE SURROUNDING EXTERIOR STRUCTURES SHALL BE SLOPED TO DRAIN AWAY IN ALL DIRECTIONS. CIVIL NOTES NOT TO SCALE AS DETERMINED IN FIELD NOTES. CUT POST LENGTH TO SUR 8T" REMOVING UNCAPPED END 12' WIDE ICE BRIDGE CUT ICE BRIDGE CHANNEL LENGTH TO SUIT (SEE NOTES) TRAPEZE KIT (2) TRAPEZE KITS AR INCLUDED WITH ICE 8 ORDER ADDmONAL KITS A5 REQUIRED. MAINTAIN MAXIMUM OF 3'-0' (TYP) ANTENNA CABLES ARRANGEMENT BY CONTRACTOR CONCRETE PIER REVIEV1'ED ,0 ODE CO ‘4P 9626 Q PPR L H TLE SPAN AP PR 1 3 City of 4�k BUILDING DIS • INSTALL DRIP LOOP ON ANTENNA CABLES AT BOTTOM OF TOWER/MONOPOLE BENDING RADIUS PER MANUFACTURER'S STANDARDS 1. WHEN USING COMPONENTS A5 SHOWN IN STANDARD DETAILS, MAXIMUM ALLOWABLE SPAN BETWEEN SUPPORTS ON A CONTINUOUS SINGLE SECTION OF BRIDGE CHANNEL SHALL 86 9 FEET FOR 10 FEET BRIDGE CHANNEL 2. WHEN USING COMPONENTS FOR SPUCING BRIDGE CHANNEL SECTIONS. THE SPUCE SHOULD 8E PROVIDED AT 1116 SUPPORT. IF POSSIBLE. OR AT A MAXIMUM OF 2 FEET FROM THE SUPPORT. 3. WHEN USING COMPONENTS. SUPPORT SHOULD 8E PROVIDED AS CLOSE A5 POSSIBLE TO THE ENOS OF ICE BRIDGES. WITH A MAXIMUM CANTILEVER DISTANCE OF 2 FEET FROM THE SUPPORT TO THE FREE END OF THE ICE BRIDGE 4. CUT BRIDGE CHANNEL SECTIONS SHALL HAVE RAW EDGES TREATED W1111 A MATERIAL TO RESTORE THESE EDGES TO THE ORIGINAL CHANNEL, OR EQUIVALENT. FINISH. 5. ICE BRIDGES MAY BE CONSTRUCTED WITH COMPONENTS FROM OTHER MANUFACTURERS. PROVIDED THE MANUFACTURER'S INSTALLATION CU10EUNES ARE FOLLOWED. • 6. DEVIATIONS FROM STANDARDS FOR COMPONENT INSTALLATIONS ME PERMITTED WITH THE RESPECTIVE MANUFACTURER'S APPROVAL 7. DEVIATIONS FROM ICE BRIDGE FOUNDATIONS REQUIRE ENGINEERING APPROVAL. ICEBRIDGE DETAIL NOT TO SCALE PLANS PREPARED FOR: !!Mr ^ (^) ( ) W W ti N ■_ Aka. ma PLANS PREPARED BY: MINK IPS t MinimNI6 PAM. Mil X 1 MIN WM INN Mt M N 1 _.. II1 il ii ii i1 KDC ,AROjfTECTS.ENGINEERS, P.0 .47Jq SW SURE 200 ��;�1,\ ^ AWA tP" "120846 .INSURE: 313 wila 1'ISION DATE: 01/31/2011 DRAWN BY: RLD CHECKED BY: EJC REVISIONS DATE DESCRIPTION BY 11/17 2010 ISSUED FOR 900 CD REVIEW RLL 12/02 2010 ISSUED FOR CONSTRUCTION BAH 12/21 2010 ISSUED FOR REVISED CONSTRUCTION JPM 01/19 2011 ISSUED FOR REVISED CONSTRUCTION 8AF1 ,c737 2011 ISSUED FOR REVISED CONSTRUCTION RLD PROJECT: SEAQ - PONCHO 10581 BEACON AVE S SEATTLE, WA 98178 A-5 TIE WRAP CABLES TO FORM CLUSTER ATTACH CLUSTER TO INSIDE OF TOWER LEG WITH TIE WRAP 9 11E WRAP CABLES TO FORM CLUSTER ICROFLECT 82250 AT 11'-0" O.C. VERTICALY UP INSIDE OF TOWER LEC JOINT (NODE) OF LATTICE TOWER, TYP. ATTACH CLUSTER TO INSIDE OF TOWER LEG WITH 116 WRAP 9 4'-0" 0.C. CLAMP BACK HALF PARTS LIST B2250 DESIG MARK DESCRIPTION DIY - - LT5 145 LW5 104576 104577 - - - CLAMP BACK HALF PLATE WELD ASSY. 1/20 X 12 BOLT W/ 6" THREADS 1/20 A563 GR. A HEX NUT 1/20 LOCK WASHER 1 1 2 2 2 TOTAL WOGHT = 91 10 �. l0 iitl> (12) 3/4'0 HOLES FOR SNAP -IN HANGERS (10) 7/16"0 HOLES FOR CUSHION OR BUTTERFLY HANGERS COAX CONNECTOR KIT 1/2"0x12" BOLT WITH 6" THREDS� (TYP OF 2) 1/2"0 A 563 GR. A HEX NUT WITH LOCK WASHER(7YP OF 2) JOINT (800E) OF LATTICE TOWER, TTP. ICROFLECT B2250 AT 11-0" O.C. VERTICALY . UP INSIDE OF TOWER LEG EXISTING TOWER FACE TOWER 18 21/0 S EXISTING. TOWER LEC MICROFLECT 82250 COAX WITH SNAP IN HANGER (TYP) U 0 U `WELDED PLATE ASSEMBLY WITH (12) 3/4.0 HOLES FOR SNAP IN HANGERS SECTION A -A ATTACH COAX TO TOWER LEG WITH 110 WRAP AT MAX. 4'-0" 0.C. BIND COAX WITH TIE WRAP AT MAX. 4'-0" 0.C. (6) COAX ROUTE SECTION B -B COAX AT TOWER LEG DETAIL NOT TO SCALE SITE PRO 1 SECTOR FRAME STIFF ARM KIT, 2-3/8" X 12'-6" (P/N: STK-U). KIT ATTACHES W/ SITE PRO 1 UNIVERSAL STIFF ARM ATTACHMENT (P/N: SAM -U) ANTENNA MOUNTING FRAME ANTENNA MOUNTING PIPE MEM DETAIL SHOWN FOR VALMONT/SITEPROI PART A^ /EUSF10-2U AND IS SUBJECT TO CHANCE. Y1 CONTRACTOR TO VERIFY PARTS PRIOR TO CONSTRUCTION. UNIVERSAL ANTENNA MOUNT AT TOWER LEG: REFER TO DETAIL 2/A-6 ANTENNA MOUNT DETAIL NOT TO SCALE NOT USED NOT TO SCALE PARTS UST MARX DESCRIPTION OTY 27270 ANGLE 8 27585 ANGLE 1 27686 ANGLE 1 27687 PLATE 1 27688 RPE WELDMENT 1 27689 PLATE WELDMENT 1 TOWER LEC 27686 27585 SUPPORT TO BE MOUNTED 1'-6" MAX FROM AN EXISTING TOWER JOINT HARDWARE LIST 517.1 Ott DESCRIPTION J7 4 5/80 X 1 3/4 05 90LT, NUT & LW. J8 4 5/80 X 2 05 BOLT, NUT & LW. 126 I 5/80 X 6 1/2 05 BOLT, NUT & LW. LW5 16 5/80 LOCK WASHER LW 2 7/80 LOCK WASHER NTS 16 5/80 A563 CR. A HEX NUT NT7 2 7/80 A563 GR A HEX NUT 74..77 1 7/80 X 18 THREADED R00 '".' 6 5/80 X 14 THREADED ROD TOTAL GALV WDCHT: 170# VERTIGL TOLE LEG SLOPE B P CES 27688 4 1/2 0.D. X 60" 0 EOM 27687 BIM TYP. 8 PLACES ELEVATION 0 0 SUPPORT TO BE MOUNTED 1'-6" MAX. FROM AN E051180 TOWER JOINT USE THS LOCATION FOR t 1/2 X 41/2 TO 6 X6 ANGLE LEGS OR RPE LEGS FROM 6 5/8 00 TO 8 5/8 OD 2- LW7 GO CD EMI USE 11415 LOCATION FOR 21/2 X 2 1/2 T04 X4 ANGLE LEGS OR PIPE LEGS FROM 2 OD TO 5 9/16 00 TYP. 8 PLACES ECM PLAN VIEW PLAN VIEW 0 2-3/8" 0.D. X 72" MOUNTING PIPE VALMONT MICROFLECT PIPE TO PIPE MOUNT PART 182509 4-1/2" 0.D. X 60' MOUNTING PIPE VALMONT MICROFLECT PIPE TO PIPE MOUNT PART #82512 2-7/8" 0.1). X 60" CROSS -ARM ANTENNA MOUNT DETAIL NOT TO SCALE NOT USED NOT TO SCALE rOR CODE COMPLIANCE APPROVED MAY 13 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 3 0 2013 PERMIT CENTER NOT USED NOT TO SCALE PLANS PREPARED FOR: fCfO^ J nv W NI ■` r la PLANS PREPARED BY: R MIIIIIE mow AN RN II MN NIP II M Inn NI N I ME i i1 En ui1 KDC ARCHTTECTS.ENGINEERS, P.C. 4720 200111 STREET SW SUITE 200 LYNNWOOD, WA 98036 PHONE 42-8670.9651 FAX: 425.712.0846 LICENSURE: DATE: 01/31/2011 DRAWN BY: RLD CHECKED BY: EJC REVISIONS DATE DESCRIPTION BY 11/17 2010 ISSUED FOR 905 CD REVIEW RLD 12/02 2010 ISSUED FOR CONSTRUCTION BAH 12/21 2010 ISSUED FOR REVISED CONSTRUCTION JPM 01/19 2011 ISSUED FOR REVISED CONSTRUCTION BAF1 01/31 2011 ISSUED FOR REVISED CONSTRUCTION RIO PROJECT: SEAQ - PONCHO 10581 BEACON AVE S SEATTLE. WA 98178 N,T,'=AID, O (3 13/0) YC O2 (3 f3/0 & 1160) 2' C ()"g0 (3 f3/O & 1%60) 2- C PROVIDED WfTH PANEL 0 1 14CU - 3/4"C. ALL CONDUCTORS SHALL BE COPPER COPPER 600V. RATED WITH THHN INSULATION MOUNT TO EXISTING UTILITY POLE WITH TRANSFORMER NEW UTILITY METER WITH MAIN BREAKER MOUNTED TO NEW UTILITY RACK ELECTRICAL NOTES - 1. INSTALLATION OF SECONDARY POWER AND CONNECTION TO 6617R SHAI1 BE COMPLETED IN COMPLIANCE WITH NATIONAL ELECTRIC CODE. 14114 70. ANO THE STATE OF WASHINGTON LAWS, RULES AND REGULATIONS FOR INSTALLING ELECTRIC WIRES & EQUIPMENT, ALL LATEST ISSUE. AND WITH SPECIFICATIONS PER AS.T.M. 8 231, B 400. I.C.EA 5651-401, I.C.EA P81-570. & LOCAL PUD. 2. PROVIDE A METER BASE PER LOCAL UTILITY STANDARDS. MOUNT ON SDE OF OWNER FURNISHED BACK BOARD. 3. UNDERGROUND CONDUIT SHALL BE RIGID POLYVINYL CHLORIDE CONDUIT. SCHEDULE 40, TYPE 1. CONFORMING TO UL ARTICLE 651: WESTERN PLASTICS OR CARLON MANUFACTURER COUPLINGS SHALL BE SUP -ON, SOLVENT SEALED T PIPE SOLVENT, WESTERN TYPE COMPATIBLE WITH PVC DUCT. 411 BENDS SHALL BE 'WIDE SWEEP" TYPE WITH A 24" MINIMUM RADIUS. AU. CONDUIT UNDER ROADS SHALL BE RGS. (OR P/C ENCASED IN 8"418" RED CONCRETE DUCTBANK). 4. CONDUIT USED INDOORS SHALL BE E.M.T., AND RIGID GALVANIZED STEEL FOR OUTDOORS. COUPUNGS SHALL BE RIGID STEEL AND COMPRESSION TYPE FOR E M T. SET SCREW FITTINGS ARE NOT PERMITTED. FOR ALL STUBS -UPS, USE RIGID GALVANIZED STEEL CONDUIT. 5. WIRE AND CABLE SHALL BE OF THE TYPE AND SIZE A5 REQUIRED BY NEC. THERE WILL 8E NO SPUCES ALLOWED. PROVIDE HDPE PULUNG HAND HOLES AS NEEDED. 6. CONTRACTOR SHALL PROVIDE TEST OF THE GROUNDING SYSTEM BY CERTIFIED TESTING AGENT. PROVIDE INDEPENDENT TEST RESULTS TO THE PROJECT MANAGER FOR REVIEW. GROUNDING SYSTEM RESISTANCE TO GROUND SHALL NOT EXCEED 5 OHMS. ALL ABOVE GRADE INTERIOR GROUNDING CONNECTORS SHALL BE DOUBLE -LUG COMPRESSION TYPE. ALL BELOW GRADE AND EXPOSED EXTERIOR GROUNDING CONNECTIONS TO PERMANENT EQUIPMENT AND FIXED BUILDING ELEMENTS 54.411 BE CADWELD TYPE CME SHALL BE TAKEN TO RENEW CONNECTION LOCATIONS AND MATERIAL TYPES TO AVOID POSSIBLE GALVANIC CORROSION. ALL EXPOSED GROUNDING CONNECTKINS TO BE COATED WITH ANTI -CORROSIVE AGENT SUCH A5 ?NO -OXY, TNOAOLX" OR "PENETROX". VERIFY PRODUCT WITH PROJECT MANAGER ALL BOLTS, WASHERS AND NUTS USED ON GROUNDING CONNECTIONS SHALL BE STAINLESS STEEL 7. ALL EXTERIOR GROUND BARS SHALL 8E COATED WITH AN11-CORROSIVE AGENT SUCH AS LPS-3 OR AS PER NOTE 6 ABOVE. 6. ALL JUNCTION AND OUTLET BOXES TO BE LABELED WITH KROY TME. OR EQUAL DESIGNATING ALL CIRCUIT NUMBERS CONTAINED IN EACH BOX. 9. CONTRACTOR TO ENSURE ILC PROVIDED WITH (2) INTERNAL TV55. 10. CONTRACTOR SHALL COORDINATE WITH SITE SURVEY TO LOCATE EXISTING UNDERGROUND UTIUTIES. WHEREVER POTENTIAL CONFLICTS/ INTERFERENCES EXIST. HAND EXCAVATE TO 8.031D DAMAGE. CONTACT ALL UTIUTIES TO LOCATE UNDERGROUND PIPING IN PUBUC ROW. 11. VERIFY THAT A.I.C. OF THE UTILITY DOES NOT EXCEED THE A1C. RATING OF THE PRONGED EQUIPMENT SHELTER PACKAGE. IF OVER IOKAIC, PROVIDE FUSIBLE SERVICE ENTRANCE SWITCH AND CONFIRM LOWERING OF AIC TO ACCEPTABLE LEVELS 12. UTILITY POINTS OF SERVICE AND WORK / MATERIALS SHOWN ARE BASED UPON PREUMINARY INFORMATION PROVIDED BY THE UTILITY COMPANIES AND ME FOR BID PURPOSES ONLY. 13. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR FINAL AND EXACT WORK / MATERIALS REQUIREMENTS AND CONSTRUCT TO UTILITY COMPANY ENGINEERING PLANS AND SPECIFICATIONS ONLY. CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, PULL ROPES. CABLES, PULL BOXES, CONCRETE ENCASEMENT OF CONDUIT (IF REQUIRED). TRANSFORMER PAD, BARRIERS. POLE RISERS. TRENCHING, BACKFILL PAY ALL UTILf1Y COMPANY FEES AND INCLUDE ALL REQUIREMENTS IN SCOPE OF WORK. 14. ELECTRICAL DETAILS AND PLANS SHALL BE REVIEWED BY SEATTLE CITY UCHT ELECTRICAL ENGINEERING. r - I L 200A2P - - 1 NEMA 3R !ENCLOSURE -NI GI 18 J GRG ELLS--/ TYPICAL NE120/2405, 10, 3W UNDERGROUND SERVICEW if 48.1 �y-3/4"410'-O LONG DRIVEN GROUND R00 AND TO GROUND RING ?ATEL ------ MANUAL A INTERLOCK --\-PANEL80ARD WITH INTEGRATED MANUAL TRANSFER SWITCH PROVIDED BY VERIZON WIRELESS 200A MCB GENERATOR RECEPTACLE, PROVIDED WITH PANEL A" ONE -LINE DIAGRAM NOT TO SCALE FTRI,CAL :LEGEND UNDERGROUND - - - RACEWAY ----am- FUSED DISCONNECT TRANSFORMER O FEEDER KEY GROUND I 1 E'y ELECTRICAL SERVICE WEATHERHEAD TELEPHONE SERVICE WEATHERHEAD P4740 80ARD METER ELECTRICAL EQUIPMENT ENCLOSURE GENERATOR RECEPTACLE GROUND CONDUCTOR PA451808RO FUSED DISCONNECT DI LOCAL DISCONNECT LO GROUND ROD ■ EXOTHERMIC WELD • COMPRESSION TYPE CONNECTION TEST WELL r , AUTOMATIC I TRANSFER SWITCH ©STAND -8Y GENERATOR ABBREVIATIONS AWG AMERICAN WIRE GAUGE BCW BARE COPPER WIRE DWG DRAWING ENT ELECTRICAL METALLIC TUBING GEN GENERATOR TGR INTERIOR GROUND RING (HALO) IMC INTERMEDIATE METALLIC CONDUIT MGB MASTER GROUND BAR PCS PERSONAL COMMUNICATION SYSTEM RGS RIGID GALVANIZED STEEL RWY RACEWAY TYP TYPICAL REVIEWED FOR CODE COMPLIANCE APPROVED MAY 13 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 3 0 201 PERMIT CENTER PLANS PREPARED FOR: A 225 240 10000 PANEL TYPE: PANE1 MOUNTING NOTE: A BUS / 120 VOLT. 1 PRASE. 3 WIRE AMPERE PANEL SHORT 00038 RATING SQUARE 0 SURFACE NEW 38 ENCLOSURE DESCRIPTION TOTAL (VA) BREAKER A / P CCT PH CCT EFFACER A P TOTAL (VA) OESCRIPDON RECTIFIER RECTIFIER RECTIFIER RECT87ER - RECTIFIER RECTIFIER ---- 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 30 / 2 30 /30 2 30 / / 2 30 / / 2 30 / / 2 30 / / 2 3 A 4 7 B 8 9 A 10 11- 8 12 13 A 14 15 B 16 17 A 18 19 8 20 21 A 22 23 B 24 / 0 / 2 / / 2 / / / / / 20 / 1 20 / 1 20 / 1 2880 2880 180 SURGE ARRESTOR M UNIT --- GEO RECEPTACLE SPACE SPACE SPACE SPACE SPARE SPARE SPARE 1111 II I1 PANEL LOADING SUMMARY LOAD TYPE UGMORG INCANDESCENT FLUORESCOIT REDFPTACLS FIRST 10 KW REMAMDER MOTORS LARGEST RO1A6NDER OTHER TOTAL CONNECTED LOAD 0.0 0.0 0.2 0.0 4.6 0.0 28.2 KW 0 KW 0 KW 0 KW 0 KW 0 KW 0 NW 0 KW M1NIMUM POWER FACTOR KVA LOAD NEC CALCULATED FACTOR LOAD 0 100-X -0.0 KVA 0 100-X - 0.0 KVA 0 100" 2 - 0.2 MA 0 502 - 0.0 KVA O 125-5 - 7.2 KVA 0 100-2 - 0.0 KVA 0 100-2 - 28.2 KVA KVA T KVA - 148 AMPERES 1005 - 0.0 952 - 0.0 1002 - 02 1002 - 0.0 802 a 5.8 802 - 0.0 1002 - 28.2 33.0 34.1 PANEL AMPAOTY PHASE A" PHASE 13" 16.0 no PANEL A -B 942 PHASE 17.0 KW POWER BALANCE FACTOR 978 N,T,'=AID, O (3 13/0) YC O2 (3 f3/0 & 1160) 2' C ()"g0 (3 f3/O & 1%60) 2- C PROVIDED WfTH PANEL 0 1 14CU - 3/4"C. ALL CONDUCTORS SHALL BE COPPER COPPER 600V. RATED WITH THHN INSULATION MOUNT TO EXISTING UTILITY POLE WITH TRANSFORMER NEW UTILITY METER WITH MAIN BREAKER MOUNTED TO NEW UTILITY RACK ELECTRICAL NOTES - 1. INSTALLATION OF SECONDARY POWER AND CONNECTION TO 6617R SHAI1 BE COMPLETED IN COMPLIANCE WITH NATIONAL ELECTRIC CODE. 14114 70. ANO THE STATE OF WASHINGTON LAWS, RULES AND REGULATIONS FOR INSTALLING ELECTRIC WIRES & EQUIPMENT, ALL LATEST ISSUE. AND WITH SPECIFICATIONS PER AS.T.M. 8 231, B 400. I.C.EA 5651-401, I.C.EA P81-570. & LOCAL PUD. 2. PROVIDE A METER BASE PER LOCAL UTILITY STANDARDS. MOUNT ON SDE OF OWNER FURNISHED BACK BOARD. 3. UNDERGROUND CONDUIT SHALL BE RIGID POLYVINYL CHLORIDE CONDUIT. SCHEDULE 40, TYPE 1. CONFORMING TO UL ARTICLE 651: WESTERN PLASTICS OR CARLON MANUFACTURER COUPLINGS SHALL BE SUP -ON, SOLVENT SEALED T PIPE SOLVENT, WESTERN TYPE COMPATIBLE WITH PVC DUCT. 411 BENDS SHALL BE 'WIDE SWEEP" TYPE WITH A 24" MINIMUM RADIUS. AU. CONDUIT UNDER ROADS SHALL BE RGS. (OR P/C ENCASED IN 8"418" RED CONCRETE DUCTBANK). 4. CONDUIT USED INDOORS SHALL BE E.M.T., AND RIGID GALVANIZED STEEL FOR OUTDOORS. COUPUNGS SHALL BE RIGID STEEL AND COMPRESSION TYPE FOR E M T. SET SCREW FITTINGS ARE NOT PERMITTED. FOR ALL STUBS -UPS, USE RIGID GALVANIZED STEEL CONDUIT. 5. WIRE AND CABLE SHALL BE OF THE TYPE AND SIZE A5 REQUIRED BY NEC. THERE WILL 8E NO SPUCES ALLOWED. PROVIDE HDPE PULUNG HAND HOLES AS NEEDED. 6. CONTRACTOR SHALL PROVIDE TEST OF THE GROUNDING SYSTEM BY CERTIFIED TESTING AGENT. PROVIDE INDEPENDENT TEST RESULTS TO THE PROJECT MANAGER FOR REVIEW. GROUNDING SYSTEM RESISTANCE TO GROUND SHALL NOT EXCEED 5 OHMS. ALL ABOVE GRADE INTERIOR GROUNDING CONNECTORS SHALL BE DOUBLE -LUG COMPRESSION TYPE. ALL BELOW GRADE AND EXPOSED EXTERIOR GROUNDING CONNECTIONS TO PERMANENT EQUIPMENT AND FIXED BUILDING ELEMENTS 54.411 BE CADWELD TYPE CME SHALL BE TAKEN TO RENEW CONNECTION LOCATIONS AND MATERIAL TYPES TO AVOID POSSIBLE GALVANIC CORROSION. ALL EXPOSED GROUNDING CONNECTKINS TO BE COATED WITH ANTI -CORROSIVE AGENT SUCH A5 ?NO -OXY, TNOAOLX" OR "PENETROX". VERIFY PRODUCT WITH PROJECT MANAGER ALL BOLTS, WASHERS AND NUTS USED ON GROUNDING CONNECTIONS SHALL BE STAINLESS STEEL 7. ALL EXTERIOR GROUND BARS SHALL 8E COATED WITH AN11-CORROSIVE AGENT SUCH AS LPS-3 OR AS PER NOTE 6 ABOVE. 6. ALL JUNCTION AND OUTLET BOXES TO BE LABELED WITH KROY TME. OR EQUAL DESIGNATING ALL CIRCUIT NUMBERS CONTAINED IN EACH BOX. 9. CONTRACTOR TO ENSURE ILC PROVIDED WITH (2) INTERNAL TV55. 10. CONTRACTOR SHALL COORDINATE WITH SITE SURVEY TO LOCATE EXISTING UNDERGROUND UTIUTIES. WHEREVER POTENTIAL CONFLICTS/ INTERFERENCES EXIST. HAND EXCAVATE TO 8.031D DAMAGE. CONTACT ALL UTIUTIES TO LOCATE UNDERGROUND PIPING IN PUBUC ROW. 11. VERIFY THAT A.I.C. OF THE UTILITY DOES NOT EXCEED THE A1C. RATING OF THE PRONGED EQUIPMENT SHELTER PACKAGE. IF OVER IOKAIC, PROVIDE FUSIBLE SERVICE ENTRANCE SWITCH AND CONFIRM LOWERING OF AIC TO ACCEPTABLE LEVELS 12. UTILITY POINTS OF SERVICE AND WORK / MATERIALS SHOWN ARE BASED UPON PREUMINARY INFORMATION PROVIDED BY THE UTILITY COMPANIES AND ME FOR BID PURPOSES ONLY. 13. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR FINAL AND EXACT WORK / MATERIALS REQUIREMENTS AND CONSTRUCT TO UTILITY COMPANY ENGINEERING PLANS AND SPECIFICATIONS ONLY. CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, PULL ROPES. CABLES, PULL BOXES, CONCRETE ENCASEMENT OF CONDUIT (IF REQUIRED). TRANSFORMER PAD, BARRIERS. POLE RISERS. TRENCHING, BACKFILL PAY ALL UTILf1Y COMPANY FEES AND INCLUDE ALL REQUIREMENTS IN SCOPE OF WORK. 14. ELECTRICAL DETAILS AND PLANS SHALL BE REVIEWED BY SEATTLE CITY UCHT ELECTRICAL ENGINEERING. r - I L 200A2P - - 1 NEMA 3R !ENCLOSURE -NI GI 18 J GRG ELLS--/ TYPICAL NE120/2405, 10, 3W UNDERGROUND SERVICEW if 48.1 �y-3/4"410'-O LONG DRIVEN GROUND R00 AND TO GROUND RING ?ATEL ------ MANUAL A INTERLOCK --\-PANEL80ARD WITH INTEGRATED MANUAL TRANSFER SWITCH PROVIDED BY VERIZON WIRELESS 200A MCB GENERATOR RECEPTACLE, PROVIDED WITH PANEL A" ONE -LINE DIAGRAM NOT TO SCALE FTRI,CAL :LEGEND UNDERGROUND - - - RACEWAY ----am- FUSED DISCONNECT TRANSFORMER O FEEDER KEY GROUND I 1 E'y ELECTRICAL SERVICE WEATHERHEAD TELEPHONE SERVICE WEATHERHEAD P4740 80ARD METER ELECTRICAL EQUIPMENT ENCLOSURE GENERATOR RECEPTACLE GROUND CONDUCTOR PA451808RO FUSED DISCONNECT DI LOCAL DISCONNECT LO GROUND ROD ■ EXOTHERMIC WELD • COMPRESSION TYPE CONNECTION TEST WELL r , AUTOMATIC I TRANSFER SWITCH ©STAND -8Y GENERATOR ABBREVIATIONS AWG AMERICAN WIRE GAUGE BCW BARE COPPER WIRE DWG DRAWING ENT ELECTRICAL METALLIC TUBING GEN GENERATOR TGR INTERIOR GROUND RING (HALO) IMC INTERMEDIATE METALLIC CONDUIT MGB MASTER GROUND BAR PCS PERSONAL COMMUNICATION SYSTEM RGS RIGID GALVANIZED STEEL RWY RACEWAY TYP TYPICAL REVIEWED FOR CODE COMPLIANCE APPROVED MAY 13 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 3 0 201 PERMIT CENTER PLANS PREPARED FOR: �'^ ' C('� O� ....C12 Iii 1` Aka OM PLANS PREPARED BY: 0 111446 P.M NUNN NNE i M M Igin u_ MIR nt I 1 1111 II I1 X1 1 1 KDC ARC HITECTS.ENGINEERS, P.C. 4720 200TH STREET 5W SUITE 200 LYNNW000. WA 98036 PHONE: 425.670.8651 FAX: 425.712.0846 UCENSURE: DATE: 01/31/2011 DRAWN BY: RLD CHECKED BY: EJC REVISIONS DATE DESCRIPTION BY 11/17 2010 ISSUED FOR 90.Z CO REVIEW RED 12/02 2010 ISSUED FOR CONSTRUCTION BAH 12/21 2010 ISSUED FOR REVISED CONSTRUCTION JPM 01/19 2011 ISSUED FOR REVISED CONSTRUCTION BAIT 01/31 2011 ISSUED FOR REVISED CONSTRUCTION RED PROJECT: SEAQ - PONCHO 10581 BEACON AVE S SEATTLE, WA 98178 MI _PRI2PERIN 148.90'± _ _ PROPERTY UNE <> EXISTING DIRT ACCESS ROAD O EXISTING O.H. POWER UNES (TYPICAL) O3 E)9SfNC UTILITY POLE (/1339373) (VERIZON WIRELESS P.0 C ) OEXJSI1NG BOLLARD (TYPICAL) OEXISTING FIRE HYDRANT O6 EXISTING SINGLE FAMILY RESIDENT O7 EXISTING BRUSH UNE OEXISTING CRASS AREA O9 PROPOSED VERIZON WIRFI FCS U.G. POWER/TELCO ROUTE (APPROX. 30'1) 10 PROPOSED VERIZON WIRELESS UTILITY RACK W/ NEW 200A SERVICE METER® DISCONNECT. TELCO BOX. LC AND GENERATOR PLUG THIS IS NOT A SITE SURVEY• ALL PROPERTY BOUNDARIES. ORIENTATION OF TRUE NORTH AND STREET HALF-WIOTNS HAVE BEEN OBTAINED FROM A TAX PARCEL MAP ANO ARE APPROXIMATE. DIG NOTE CAUTION. CALL BEFORE YOU 0101 BURIED UTILITIES EXIST IN THE AREA AND UT0..TTY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE -CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. 1-800-424.-5555 POWER/TELCO NOW POWER 10 ORIGINATE FROM THE EXISTING UTILITY POLE U1339373). THEN ROUTE U.G. TO THE PROPOSED METER/DISCONNCET, LOCATED ON THE VERIZON WIRELESS PROPOSED UTILITY RACK. (APPROX. 30'-0('1) TELCO 10 ORIGINATE FROM THE EXISTING UTILITY POLE (11339373). THEN ROuIE u.0 TO TO THE PROPOSED TELCO BOX. LOCATED ON THE PROPOSED VERIZON WIRELESS UTILITY RACK (APPROX. 30'-00'x) GENERAL NOTES. REFER TO T-1 1 2/A-5 FOR GENERAL NOTES. GEATil E CITY IIGHT NOTE: ELECTRICAL DETAILS AND PLANS SWILL BE REVIEWED BY SEATTLE CITY LIGHT ELECTRICAL ENGINEERING. APN: 687420-1170 ELECTRICAL SITE PLAN RECEIVED CITY OF TUKWILA APR 3 0 2013 PERMIT CENTER PLANS PREPARED FOR: SS3/OJIM aNIJOA ti PLANS PREPARED BY: q LILA !MEW PPM R I 11111111111 MN 1611 lit NAM El II 1 X11 En 1 I1 KDC ARCHITECTS.ENGINEERS. P.C. 4720 200TH STREET SW SUITE 200 LYNNW000, WA 98036 PHONE: 4255.6708651 FAX 425.712.0846 LICENSURE: DATE: 01/31/2011 DRAWN BY: RLD CHECKED BY: EJC REVISIONS DATE DESCRIPTION BY 11/17 2010 ISSUED FOR 90X CD REVIEW RLD 12/02 2010 ISSUED FOR CONSTRUCTION E1 12/21 2010 ISSUED FOR REVISED CONSTRUCTION ,LPN 01/19 2011 ISSUED FOR REVISED CONSTRUCTION BAH L 01/31 2011 ISSUED FOR REVISED CONSTRUCTION RLD PROJECT: SEAQ - PONCHO 10581 BEACON AVE S SEATTLE, WA 98178 E-2 • I GROUNDING @ EQUIPMENT ELECTRICAL GROUNDING PLANS D SCALE FOR 24436: 1/4'- 1'-0' SCALE FOR 11017: I/8' - I'-0' :GENERAL C.RE3UIStDI.NG;NQTES 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE DESIGN AND CONSTRUCTION SPECIFICATIONS AND ALL APPLICABLE LOCAL COOES. 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED. 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING ANO UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. 4. ALL GROUNO CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC (CAOWELD). 5. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR & EXTERIOR) SHALL BE FORMED USING TWO (2) HIGH PRESS CRIMPS. 6. ALL EXOTHERMIC CONNECTIONS TO THE GROUND RODS SHALL START AT THE TOP & HAVE A VERTICAL SEPARATION OF 6" FOR EVERY ADDITIONAL CONNECTION. 7. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL 8. ALL EXTERIOR GROUND CONDUCTORS SHALL BE 12 AWG TIN PLATED COPPER UNLESS OTHERWISE INDICATED. 9 GROUND RODS SHALL BE STAINLESS SIttL OR COPPER CLAD S1ttL, 5/8'a 10 -FT. LONG. AND SHALL 8E DRTVEN VERTICALLY WITH THEIR TOPS 18' BELOW FINAL GRADE OR 6' BELOW FROST UNE FOR MAXIMUM DEPTH. 10. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE PERMITTED. 11. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHAU. BE AVO1DED WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED. 12. GROUND RING SHALL 8E LOCATED A MINIMUM OF 24" BELOW GRADE OR 6' MINIMUM BELOW THE FROST UNE. 13. INSTALL GROUND CONDUCTORS AND GROUND ROO MINIMUM OF 1'-0' FROM EQUIPMENT CONCRETE PAD, SPREAD FOOTING, OR FENCE 14. EXOTHERMIC WELD GROUND CONNECTION TO FENCE POST: TREAT WITH A COLD GALVANIZED SPRAY. 15. OBSERVE N.E.C. AND LOCAL UTILITY REQUIREMENTS FOR ELECTRICAL SERVICE GROUNDING 16. GROUNDING ATTACHMENT TO TOWER SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS OR AT GROUNDING POINTS PROVIDED (2 MINIMUM) 17. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED 5 OHMS. 18. ELECTRICAL DETAILS AND PLANS SHALL BE REVIEWED BY SEATTLE CITY UGHT ELECTRICAL ENGINEERING. 19. CONTRACTOR TO VERIFY CURRENT VERIZON WIRELESS GROUNDING STANDARDS PRIOR TO CONSTRUCTION. 8' • • KEYED NOTES OGROUND TEST WELL (MIN. OF 2 PLACES O2 12 AWG BTCW GROUND RING, TYP. O GROUND ROD SPACING 0 10'-0' O.C. MIN. 15'-0' O.C. MAX O EXISTING TRANSMISSION TOWER GROUND RING O CONNECT AGB TO MGB WITH (2) /2 BTCW O EXISTING MGB 0 BASE OF TRANSMISSION TOWER O7 CONNECT ICE BRIDGE TO GROUND RING. (TYP ALL ICEBRIDCE POST) O MASTER GROUND BUS BAR PROVIDED BY EQUIPMENT MANUFACTURER O9 CONNECT PROPOSED SERVICE UTIUTY RACK AS PER N.E.C. CODE <C> CONNECT ASTER RING (2 ND BUS BAR 2 B� 8Y EQUIPMENT MANUFACTURER 70 PROPOSED <> CONNECT FENCE POSTS TO PROPOSED GROUND RING WITH (2) /2 BTCW <C> CONNECT PROPOSED ANTENNA WITH 12 BTCW TO AGB (TYPICAL AT EACH ANTENNA) <C> NEW AGB 0 ANTENNAS <C> CONNECT GPS ANTENNA TO GROUND RING <C> CONNECT FROM EXISTING MC8 TO TRANSMISSION TOWER GROUND RING (2 PLACES MIN.) <C> CONNECT GATE SWING TO PROPOSED GROUND RING WITH (2) /2 BTCW (TYPICAL AT EACH POST) 0 Q CEP REVIEWED FOR CODE COMPLIANCE APPROVED MAY 1 3 2013 City of Tukwila BUILDING DIVISION 6' 60676 TYPICAL GROUNDING @ ANTENNAS RECEIVED CITY OF TUKWILA APR 3 0 2013 PERMIT CENTER PLANS PREPARED FOR: Vertfi r,.: pwireless PLANS PREPARED BY: i IRmMM1 PoMMIT 1..9 IMF 1 IID MI RIVI NI MN 11 11 KD II11 ARG1ITECTS.ENGINEERS, P.C. 4720 200TH STREET SW SURE 200 LYNNWOOD, WA 98036 RHONE 425.670.6651 FAX 425.712.0846 LICENSURE: DATE: 01/31/2011 DRAWN BY: RLD CHECKED 8Y: EJC REVISIONS DATE DESCRIPTION BY 11/17 2010 ISSUED FOR 905 CO REVIEW RLD 12/02 2010 ISSUED FOR CONSTRUCTION BAH 12/21 ISSUED FOR REVISED UPM 2010 CONSTRUCTION 01/19 2011 ISSUED FOR REVISED CONSTRUCTION 8AH 01/31 2011 ISSUED FOR REVISED CONSTRUCTION RNA t PROJECT: SEAQ - PONCHO 10581 BEACON AVE S SEATTLE, WA 98178 LEGEND 1— COPPER GROUND BAR}', "X 4"X 20", NEWTON INSTRUMENT CO. CAT. NO. 8-6142 OR EQUAL HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. (ACTUAL GROUND BAR SIZE WILL VARY BASED ON NUMBER OF GROUND CONNECTIONS) 2— INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061-4 OR EQUAL 3— 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015-8 OR EQUAL 4— WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT NO. A-6056 OR EQUAL 5— 5/8-11 X 1" HHCS BOLTS, NEWTON INSTRUMENT CO. CAT NO. 3012-1 OR EQUAL 6— INSULATORS SHALL BE EUMINATED WHEN BONDING DIRECTLY TO TOWER/MONOPOLE STRUCTURE. CONNECTION TO TOWER/MONOPOLE STRUCTURE SHALL BE PER MANUFACTURERS RECOMMENDATIONS. TYPICAL GROUND BAR DETAIL NOT TO SCALE PVC COLLAR 8" MAX. TO TOP OF TEST LEAD r 30 MAX. L MALE SCREW COVER. INSTALL WITH TEFLON LUBRICANT p— FINISHED GRADE EXOTHERMIC WELD (THERMOWELD OR EQUIVALENT) DIRECTLY TO TOP OF GROUND ROD SUBGRADE 8" : 4Y DIA PVC WITH FEMALE ADAPTER & SCREW ON CAP /MT—C6492 /2 SOUD, BARE, TINNED COPPER GROUNDING CONDUCTOR /2 SOUD. BARE. TINNED COPPER GROUND RING 1" WIDE SLOT. TYPICAL FOR 2. EXTEND 2" ABOVE GROUND RING (8" TYPICAL) ----- 5/8" x 1O' COPPER CLADIIVVII sIEEL GROUND ROD z itatiow/ GRADE /2 SOUD TINNED Cu EXTERNAL BUILDING BURIED GROUND RING EXOTHERMICALLY WELD TO GROUND R00 (TYPICAL) GROUND ROD (TYPICAL) 2'-6" MIN. OR 6" BELOW FROSTUNE EXTERIOR GROUND RING GROUNO ROD COPPERWELD 5/8" 0 x 10'-0" LONG GRADE EXTERIOR GROUND RING DETAIL NOT TO SCALE NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. 2. WEATHER PROOFING SHALL BE ANDREWS. (TYPE & PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER.) TO ANTENNAS JUMPER REQUIRED ONLY FOR 1 5/8"e COAX OR FOR EASE OF CONNECTION (TYP.) VRX1 .. nn . RXO CONNECTOR WEATHERPROOFING KIT (TYP.) SEE NOTE 2 7WEATHERPROOFING J KIT (TYP.) STANDARD GROUND KIT (TYP.) (SEE NOTE) /2 AWG STRANDED. INSULATED BONDED TO TOWER STEEL OR MONOPOLE ANTENNA CABLE TO SHELTER (TYP.) 1— ANTENNA GROUND AWG BAR, SIMILAR TO K16-057. MOUNT GROUND BAR NEAR TOP OF MONOPOLE, TOWER OR WAVEGUIDE LADDER. GROUND TEST WELL NOT TO SCALE ANTENNA GROUND BAR NOT TO SCALE REEIC r OR ODE OT LIANCE APPROVED MM 13 2013 City of Tukwila UILDING DIVISION RECEIVES CITY OF T(JK `,il !I APR 3 0 2013 PERMIT CENT' NOT USED NOT TO SCALE NOT USED NOT TO SCALE GROUND ROD DETAIL NOT TO SCALE ANTENNA CABLE WEATHERPROOFING KIT (SEE NOTE 3) CABLE GROUND KR /6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) (SEE NOTE 1 & 2) 12" TO 24" 2 1/2"0 MAX. CONNECTION OF CABLE GROUND KIT TO ANTENNA CABLE NOTES' 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE ANDREW SUREGROUND TYPE KIT WITH TWO—HOLE LUG. 3. WEATHER PROOFING SHAT BE TWO—PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. CABLE GROUNDING DETAIL NOT TO SCALE iQIE; ELECTRICAL DETAILS ANO PLANS SHALL BE REVIEWED BY SEATTLE CITY UGHT ELECTRICAL. ENGINEERING. SEATTLE CITY LIGHT NOTE NOT TO SCALE FINISHED GRADE OR AC PAVING MATCH SLOPE & THICKNESS OF EXISTING 18" MINIMUM COMPACTED BACKFILL TO MIN 95% MODIFIED MAX. DENSRY PER ASTM 01557 METHOD 0 UNDISTURBED EARTH 4"0 TELEPHONE CONDUIT UTILITY WARNING TAPE Ye POWER CONDUIT EDGE TO EDGE BACKFILL (SAND OR NONE SOIL) POWER/TELEPHONE TRENCH DETAIL NOT TO SCALE STRANDED CU WIRE WITH GREEN, 600V, THHN/THWN INSULATION. SIZE AS SPECIFIED GROUND BAR ON WALL, FLOOR OR ON ANTENNA TOWER 1 • GROUND BARS AT BOTTOM OF TOWERS OR MONOPOLES SHALL USE EXOTHERMIC CONNECTION. TWO—HOLE LUG, BOLTED TO GROUND BAR USING 3/8"-16 x 1/4"STAINLESS STEEL HEX HEAD BOLTS AND HARDWARE. •TWO—HOLE LUG. TO BE USED WITH /2 AWG SOUD TINNED BARE CU WIRE OR STRANDED CU WIRE WITH GREEN, 600V, THHN/THWN INSULATION TO ANTENNA STRUCTURE, BUILDING RING GROUND OR MB GROUND BAR CONNECTION NOT TO SCALE P1000 UNISTRUT (TYP) NEW 4" 0 GALV. 5T0 PIPE x 10'-0" 2004 METER BASE W/ DISCONNECT P1000 UNISTRUT (TYP) ILC WITH GEN. PLUG PLACE AS REO_ 200A METER BASE W/ DISCONNECT NEW 4" 0 GALV. STD PIPE x 10'—O" FINISHED GRADE 12" 0 x 4'-0" DEEP CONC. FTG. UTILITY RACK DETAIL NOT TO SCALE PLANS PREPARED FOR: veriMnwireless PLANS PREPARED BY: P 1010M16 PPIf 1118 N1 INN 1 Imo[ 1IK Kt III IRK 111 II 1 i i I 1 1 KDC ARCHITECTS.ENGINEERS, P.0 4720 200Th STREET SW SORE 200 LYNNWOOD, WA98036 RHONE 425.670.8651 FAX 425.7120846 LICENSURE: DATE: 01/31/2011 DRAWN BY: RLD CHECKED BY: EJC REVISIONS DATE DESCRIPTION BY 11/17 2010 ISSUED FOR 90% CD REVIEW RLD 12/02 2010 ISSUED FOR CONSTRUCTION BAH 12/21 2010 ISSUED FOR REVISED CONSTRUCTION JPM 01/19 2011 ISSUED FOR REVISED CONSTRUCTION BA/ 01/31 2011 ISSUED FOR REVISED CONSTRUCTION RLD PROJECT: SEAQ - PONCHO 10581 BEACON AVE S SEATTLE, WA 98178 •s PERM co.1ri `J`.`Y PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: EL13-0411 DATE: 04-30-13 PROJECT NAME: VERIZON SITE ADDRESS: 10581 BEACON AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Atdc ulldinuivisiorPC • Public Works ❑ Fire Prevention Structural Planning Division n Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 05-02-13 Not Applicable n Comments: Permit.Center Use Only INCOMPLETE LETTER MAILED:LL LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: 05-30-13 Approved with Conditions YI Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 Contractors or Tradespeople Peter Friendly Page Electrical Contractor A business licensed by LaI to contract electrical work within the scope of its specialty. Electrical Contractors must maintain a surety bond or assignment of savings account. They also must have a designated Electrical Administrator or Master Electrician who is a member of the firm or a full-time supervisory employee. Business and Licensing Information Name Phone Address Suite/Apt. City State Zip County Business Type Parent Company E C COMPANY 5032243511 Po Box 10286 Portland OR 97296 Out Of State Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 601107330 Active ECCOM"148BA Electrical Contractor 1/1/1986 6/30/2014 General Unused Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status ELECTC'542CQ ELECTRICAT CONSTRUCTION OF OR Electrical Contractor General Unused 2/18/1946 12/31/1982 Archived ELECTCC541CQELECTRICALCONSTCO OF OREGON Electrical Contractor General Unused 2/18/1946 12/31/1985 Archived Master Electrician INFORMATION License TRAPPSC976RZ Name TRAPP, STEVEN C Status Active Business Owner Information Name Role Effective Date Expiration Date ADAMS, GEORGE HARRY 01/01/1980 SCROGGY, JOEL J 01/01/1980 BUSINESS FILINGS INCORPORATED Agent 06/28/2010 GOLDSTONE-SCHULLER, LEAH Member 06/28/2012 TRAPP, STEVEN C Member 06/28/2012 SCHMITZ, STEVEN D Member 06/28/2012 BALL, ROBERT SPENCER Member 06/28/2010 JANIK, STEPHEN THOMAS Vice President 06/28/2010 BOCK, JAMES ARTHUR Vice President 06/28/2010 DESHLER, WILLIAM K 01/01/1980 06/28/2010 KELLY, RAYMOND THEODORE 01/01/1980 06/28/2010 PRENTICE-HALL CORP Agent 01/01/1980 06/28/2010 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 8 ST PAUL FIRE Et MARINE INS CO 400SM9914 04/06/2002 Until Cancelled $4,000.00 03/18/2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information No records found for the previous 6 year period httns://fortress.wa. aov/lni/bbin/Print.asnx 05/20/2013