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HomeMy WebLinkAboutPermit D14-0245 - SPRINT - ANTENNASPRINT 3516 S 146 ST D14-0245 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov 0040000315 3516 S 146TH ST BLDG Project Name: SPRINT DEVELOPMENT PERMIT Permit Number: Issue Date: Permit Expires On: D14-0245 8/27/2014 2/23/2015 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: ARK VIA NELLE LLC 18107 NORMANDY TER SW , NORMANDY PARK, WA, 98166 JUSTIN ABBOTT Phone: (206) 790-4655 870 ORAVETZ RD SE , AUBURN, WA, 98092 WESTOWER COMMUNICATIONS INC Phone: (407) 852-1755 9961 SYDNEY HAYES RD , ORLANDO, FL, 32824 WESTOCI975J8 Expiration Date: 12/14/2014 SELF FUNDED - SPRINT DESCRIPTION OF WORK: ANTENNA/RRH REPLACEMENT ON THIS EXISTING ROOFTOP MOUNT. THE PREVIOUS (2) ANTENNAS WERE DECOMISSIONED AND THE PROPOSED ARE THE REPLACEMENT ANTENNAS. NO NET INCREASE. Project Valuation: $12,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: Fees Collected: $557.86 Occupancy per IBC: U Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: 125 Sewer District: VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: I hearby certify that I have read and fIV.-))(ja Date: Utk?Al vt‘ ed this permit and know the same to be true and correct. All provisions of law and ordinances gov rningjthis work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: Date: -2 7 - 1'11 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 6: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** CITY OF TUA .LA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. b [ 1r 0614 Project No. Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION s S +re e_.�., .i'..,..� 1 A Site Address: 351 lo — 1 Z-1ID+ 1 S+✓ t - ± Tenant Name: S p r t h. 4- PROPERTY OWNER Name: Pr ,`rli vk 5,Se4 vS4 . , L 1- C. Address: I $101 tJo✓al.wdy -nrrtce S t.7 City: No (.KR 4 d y Pt✓ir State: w,R Zip: 4 $1 t4 CONTACT PERSON — person receiving all project communication Name: 3-,....S4-4. !42120 `1 4.- S?ri tj- Address: 8 •-T O O ra v e.,,+ $ Rd S E City: p b „,r h State: In/ A. Zip: 9 8 0q2 Phoner7.0L� _7 9 0 - 445.5 Fax: Email: 1 .tis +i r• • 0.�.bo'4'0 select- i S+e act.toi GENERAL CONTRACTOR INFORMATION Company Name: 1 (Ai e.S ••�o W C if cokm wl ttrla c�� o its Address: 1 (o 2.5 1 - 5 F 12 0+11 ✓e Sk, Lo 1 City: c tc..c. k.a wi.a 5 State: G 1Z Zip:.17 0 t S Phone. :Sa3 _211)-toop Fax: Contr Reg No.: Date: VJv 5Tocx 9'15JaExp tZ'te{ (t ii Tukwila Business License No.: King Co Assessor's Tax No.: Suite Number: Floor: T"o P New Tenant: ❑ Yes Lt.. No ARCHITECT OF RECORD Company Name:.D 4 D A_v.,h i 'f-(,.. 4-k -e Architect Name: t,j, et kl i of D e. a- h Address: 3 4 a 4- 7-4 Cth gr-va, SE City: =S cm w w., State: A, Zip: ieoa7 Phone:1414 - 4S7 -test?. Fax: Email: ENGINEER OF RECORD Company Name: G, p D (A -set, e Engineer Name: 7'0 1t vt Fe a)* 'de Address: 5 Z 0 so. µcart Si, s+e- ?-5; 1 City: A.k_y 0, State: 0)4 Zip: 4 431 1 Phone: Fax: 2.04- 'Lo4-114g Email: C s c it e 1.-S a 1 P 4 9 fo KA • c o M LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: tJ (k S friv..+ - �.i(ta Address: City: State: Zip: HAApplications 0n Line\2012 ApplicationsV'ermit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 1 of 4 BUILDING PERMIT INFORMA' v — 206-431-3670 Valuation of Project (contractor's bid price): $ 12.E 0 0 0 Describe the scope of work (please provide detailed information): 4-L.: S tx 5 i h akecorhrtitS%d'eI r o >p rot o •% �i-- aK of -Mete- Pro r c. V (AA. pose d Existing Building Valuation: $ AH.+e v K.L. ( 21Z I+ ref (a.cern en+ o h Proujo' +enrtaJ -✓c.✓c &✓c mac„ et ec.Cc..... tK. Will there be new rack storage? ❑ ....Yes ❑ ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM O On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\2012 Applications'Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 PERMIT APPLICATION NOTE.. Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AG NT: Signature: Date: '7 3 0 — t Li Print Name: 3-1'-S i—,n /'fib 12 0* Day Telephone: 2-06 — 'j 0(0 — 4 (0 S 5 Mailing Address: $ 7 b 0 ra tit.4 % 12-4 S E /4«db, ,✓ h (,,•)al- an 8 0 7_, City State Zip H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 4 of 4 PUBLIC WORKS PERMIT INF MATION — 206-433-0179 Scope of Work (please provide detailed information): 5 f ct ( &et-'l4-K it c . 17h- is p c t. N o , L-�-t-.c e,u C. ro ed-+o a avrt+C rl'la vKo best e l A. ct n1 a n,- 6 4 - -I- c. p rc_ ✓ s o a S I - " lr e_ • %/ c el I�`� i �c rcets e . t✓lkt K-+c4-4KCe / 4 p retate Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate Septic System: ❑ On -site Septic System — For on 'te septic system, provide 2 copies of a current septic design approved by ng County Health Department. ❑ ...Water District #125 ❑...Highline ❑ ...Valley View El...Renton ❑ ...Sewer Availability Provided ❑... Renton 0... Seattle Submitted with Application (mark b t es which apply): ❑ .. Civil Plans (Maximum Paper Size 22" x 34") ❑ .. Technical Information Report (Storm Drainage) ❑... Geotechnical Report ❑ .. Traffic Impact Analysis ❑ .. Bond ❑... Insurance ❑... Easement(s) ❑... Maintenance Agree t(s) ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ .. Right-of-way Use - Nonprofit for Tess than 72 curs ❑ .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ .. Total Cut ❑ .. Total Fill ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention cubic yards cubic yards Fire Protection Irrigation Domestic Water ❑ .. Permanent Water Meter Size (1) ❑ .. Temporary Water Meter Size (1) ❑ .. Water Only Meter Size ❑ .. Sewer Main Extension . Public ❑ .. Water Main Extension.... Public FINANCE INFORMATI Fire Line Size at Prop Line ❑ .. Water ❑ .. Sewer ❑ .. Sewage Treatment Monthl Serv'' Bi1Iin to: Name: 37 ❑... Abandon S ❑...Curb Cu ❑... Pave t Cut ❑... Lo, .ed Fire Line 77 77 ❑... Right -of- Use - Profit for less than 72 hours ❑... Right- ay Use — Potential Disturbance ... Work in Flood Zone ... Storm Drainage ❑... Grease Interceptor ❑ ... Channelization ❑...Trench Excavation ❑... Utility Undergrounding WO # (2) " WO # (3) " WO # WO # (2) WO # (3) " WO # WO # ❑ . educt Water Meter Size Private ❑ Private ❑ Number of Public Fire Hydrant(s) Day Telephone: Mailing Address: City Water Meter Refund/Billing: Name: Mailing Address: State Zip Day Telephone: City State Zip H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 3 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT I QUANTITY I PermitTRAK PAID $346.28 D14-0245 Address: 3516 S 146TH ST BLDG Apn: 0040000315 $346.28 DEVELOPMENT $330.00 PERMIT FEE R000.322.100.00.00 0.00 $325.50 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $16.28 TECHNOLOGY FEE R000.322.900.04.00 0.00 TOTAL FEES PAID BY RECEIPT: R2946 $16.28 $346.28 Date Paid: Wednesday, August 27, 2014 Paid By: SELECT SITE AQUISITION LLC Pay Method: CHECK 1660 Printed: Wednesday, August 27, 2014 12:36 PM 1 of 1 CRWYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $211.58 D14-0245 Address: 3516 S 146TH ST BLDG Apn: 0040000315 $211.58 DEVELOPMENT $211.58 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R2732 R000.345.830.00.00 0.00 $211.58 $211.58 Date Paid: Wednesday, July 30, 2014 Paid By: SELECT SITE ACQUISITION LLC Pay Method: CHECK 1652 Printed: Wednesday, July 30, 2014 1:32 PM 1 of 1 CRWSYSTEMS INSPECTION RECORD Retain a copy with permit INSP CTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 T)1A-T1-4! Project:... Type of Insqection: . Address' / ft-, 3') t (I) 146 Date Called: Special Instructions: / Date Wanted: i 2- —/— 44 a.m. er-12.., Requester: Phone3o: 127 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 6esm,T (:,,$)P\O\e-kf) inspeetor REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be L. paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Date: 14 CALL FOR UNDERGROUND UTILITIFS 2 DAYS PRIOR TO DIGGING CALL 811 TO SPEAK TO WASHINGTON 811 STAFF OR BYPASS CALL CENTER AND COMPLETE PROCESS ON LINE: www.oshington811.com EMERGENCY' CALL 911 Know what's below. CaII before you dig. PLANNING APPROM PXIsTING No changes 'can be made. to these plans without approval Planning Division of DC fir'°`'' Date: Sprint; WA CODE COMPLIANCE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL COVERNING AUTHORITIES. NOTHING IN THESE SHEETS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES: 2012 IBC, STANDARDS AND AMENDMENTS-WAC 51-50 2012 INC, STANDARDS AND AMENDMENTS-WAC 51-52 2012 IFC, STANDARDS AND AMENDMENTS- WAC 51-54 2012 IPC. STANDARDS AND AMENDMENTS-WAC 51-56, 51-57 ACCESSIBLITY REQUIREMENTS: FACILITY IS EXISTING AND UNMANNED AND NOT FOR HUMAN HABITATION - HANDICAPPED ACCESS REQUIREMENTS ARE NOT REQUIRED IN ACCORDANCE WITH THE 2009 IBC BUILDING CODE. PROJECT DESCRIPTION SPRINT PROPOSES TO MODIFY THE EXISTING UNMANNED TELECOMMUNICATIONS FACILITY BY: • INSTALL (2) PROPOSED 2.5 GHz PANEL ANTENNAS (1 PER SECTOR) • INSTALL (2) PROPOSED 2.5 GHz RRH (1 PER SECTOR) • INSTALL (2) PROPOSED FIBER OPTIC JUNCTION CYLINDERS (1 PER SECTOR) • INSTALL (2) PROPOSED POWER JUNCTION CYLINDERS (1 PER SECTOR) • INSTALL (1) PROPOSED RADAR FILTER • INSTALL (2) PROPOSED HYBRID CABLE USING EXISTING COAX ROUTE (1) PER SECTOR SIGNATURE BLOCK APPROVAL SIGNATURE DATE SITE ACQUISITION A1ANIZR CONSTRUCTIO J MANAGER REVISIONS A&E MANAGE 2 PLANNING CONSULT chances AA�[j ;o chances 1 bh.9II bo made to th RF MANAGER ,r� ei r''!orr( mince):.l prio approv Division d n-ew pia plan revi RF ENGINEER 1-!: 1.'+'a P 11i:ding PROPERTY 0`yN�,R. py...�` .- .'.^ ss SPRINT REPRESENTATIVE - � ,.2:.....• ;3 viol require , r1,4 ilrl.iuci' additiona AAV MANAGER cin:-, PRINT WIRELESS TELECOMMUNICATION FACILITY NETWORK VISION EQUIPMENT UPGRA 2.5 chZ uDcate 0 \ S1-O3XC O 3516 146TH ST. TUKWILA, WA. 98168 KING COUNTY LATITUDE: 47.473325 / 47° 28' 23.97" (NAD 83) (2C) LONGITUDE: —122.287344 / —122° 17' 14.44" (NAD 83) (2C) VICINITY MAP -- ,. - s1n,a _ o wQQ 1Lon H.Iyht8 --;Elsxda 51510.8 `S TB06 SI SoNl swrna - - I T = -, N SIT. {ii���'�,,i .I 'Kar 61 's1�6 UL E+atia - DRIVING DIRECTIONS FROM SPRINT OFFICE IN: BELLEVUE, WASHINGTON TO SITE HEAD 1t ON 124TH AVE NE TOWARD NE 12TH ST 0.7 MI • MERGE ONT WA-520 W VIA THE RAMP TO SEATTLE 7.3 MI • KEEP LEFT AT THE FORK, FOLLOW SIGNS FOR 1-5 S/PORTLAND AND MERGE T 1-5 10.1 MI SCO> EXIT 58 FOR BOEING ACCESS RD TOWARD E MARGINAL WAY 0.2 MI I^� TURN RIGH ONTO S BOEING ACCESS RD 0.4 MI V4 CONTINUE NTO TUKWILA INTERNATIONAL BLVD 2.6 MI • TURN RIGH ONTO S 146 ST • DESTINATIO WILL BE ON THE RIGHT submittal J fees. ROOFTOP SEATTLE MARKET SHEET INDEX SHEET DESCRIPTION T-1 TILE SHEET N-1 GENERAL NOTES N-2 GENERAL NOTES A-1 SITE PLAN A-2 ENLARGED PLAN A-3 ENLARGED EQUIPMENT PLANS A-4 ANTENNA PLANS & SCHEDULES A-5 EXTERIOR ELEVATIONS A-6 EQUIPMENT DETAILS 1..1. ; t 6 L. i"'Ci till 1 .:2cr anical ;� s'.c:rical Eequrnbing ilOtras Piping RF-1 ANTENNA & CABLE COLOR CODA 1 DETAII mTof Tukwila E- 1 SCHEMATIC ONE -LINE DIAGRAM Si �G�II E ',PAN IMSULDIVI SION E-2 SCHEMATIC CONDUIT ROUTING 1- �n w G-1 SCHEMATIC GROUNDING PLAN G-2 GROUNDING RISER DIAGRAM G-3 GROUNDING DETAILS PROJECT SUMMARY APPLICANT: SELECT SITE ACQUISITION, LLC ON BEHALF P.O. BOX 1292 MAPLE VALLEY, WA 98038 CONTACT: JUSTIN ABBOTT PHONE: 206-790-4655 PROPERTY INFORMATION: PROPERTY OWNER: ARK SUNSET VISTA, L ADDRESS: 18107 NORMANDY TE NORMANDY PARK, WA CONTACT: UNKNOWN PH: (XXX) XXX-XXXX TOWER OWNER: N/A SITE ID: N/A ZONING CLASSIFICATION: CONSTRUCTION TYPE: OCCUPANCY: JURISDICTION: CURRENT USE: NEW USE: PARCEL NUMBER(S): 00 4000-0315-02 LEASE AREA: 321 SO FT REVIEWED FOR it LODE COMPLIANCE, e ' APPROVED eE SW Q766 AUG 2 6 2014 City of Tukwila BUILDING DIVISION PROJECT DIRECTORY ARCHITECT: DHD ARCHITECTURE PLLC. 13424 246TH AVE SE ISSAOUAH, WA 98027 CONTACT:.DAVID H DEAN PHONE: 425-657-055Va Fgu d it r��l EMAIL: dovidhdeon®ms �V SITE ACO. PROJECT MANAGER: EdCCoPrr O SPRINT T °"review approval is subject to errors al PHONE: 206Aicvirm roval of construction documents &as J FASING CONR[J�]ULTANT SELECT SITt;Igu igl, tt n of any adopted code or ordina P.D. BDX 12 ved Field Copyand conditions is a MAPLE VA .I� CONTACT: PHONE. 425-306-2733 CONSTRUCTION MANAGE/3y. SPRINT CORPORATION �s CONTACT: JIM GOETTSCHE .�•� _ PHONE: 206-387-5657 M Date. ea --2-7 t PHONE: 208-672-6402 W BUILDING DEPARTMENT: CITY OF TUKWILA 6300 SOUTHCENTER BLVD, #100 TUKWILA. WA 98188 PHONE: 206-431-3670 ELECTRICAL COMPANY: TACOMA PUBLIC UTILITY 3628 SOUTH 35TH STREET TACOMA, WA 98409 PHONE: 253-502-8600 TELCO COMPANY: OWEST PHONE: 206-346-9803 AW MANAGER: NAME ADDRESS ADDRESS CONTACT PHONE RF ENGINEER: NAME AD City of Tukwila, BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL,3 0 2014 PERMIT CENTER H$ E Sprint)t Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: I VETO\ HEIGHTS SE03XC404 3516 146TH TUKWILA, KING ST. WA 98168 COUNTY ISSUED DATE: 07-28-14 ISSUED FOR: BUILDING PERMIT 1�] if �(�fe�4—I rEVISIONS DESCRIPTION INITIALS 7- 14 CD PRELIM DHD B 02-19-14 CD FINAL DHD e0 91/3 Pqr REVS DHD lot authorize 'nce. Receipt Icnowledgd: allamir NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHITECT VI H. AN STATE OF WASHINGTON SHEET TITLE: TITLE SHEET SHEET NUMBER: 1 REVISION: DHD PROJ. NO. 2014-020 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS 15 PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. GENERAL CONSTRUCTION NOTES THELATEST CODE THE LOCAL BUILDING, F E 0 7HREQUIREMENTS W RK SHALL CO N FORM TO E 1. ALL 0 EDITION AND ALL OTHER APPLICABLE CODES AND ORDINANCES. 2. CONTRACTOR SHALL CONSTRUCT IT N SPRINT A D N WI TH THESE DRAWINGS IN ACCORDANCE SITE INTEGRATED CONSTRUCTION STANDARDS FOR WIRELESS SITES (LATEST REVISION). THE SPECIFICATION IS THE RULING DOCUMENT AND ANY DISCREPANCIES BETWEEN THE SPECIFICATION AND THESE DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE NEW WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF. FIELD CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. NO COMPENSATION WILL BE AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD CONDITIONS. 4. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT AND APPURTENANCES, AND LABOR NECESSARY TO EFFECT ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 5. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, EXISTING CONDITIONS AND/OR DESIGN INTENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE WORK. 6. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. 7. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING, AND SHALL RECEIVE IN WRITING AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS. B. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS AND ATTENTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT, UNLESS OTHERWISE NOTED. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA, ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS. 10. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE SUPERINTENDENT OF BUILDINGS & GROUNDS AND SCHEDULE HIS ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH THE REQUIREMENTS. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK OF OTHERS AS IT MAY RELATE TO RADIO EQUIPMENT, ANTENNAS AND ANY OTHER PORTIONS OF THE WORK. 12. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 13. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES, EQUIPMENT, IMPROVEMENTS, PIPING ETC. AND IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION. 14. IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES, OR PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS, ETC., MUST BE CLEARLY UNDERSTOOD THAT REINFORCING 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 APPROPRIATE METHODS AND EQUIPMENT. 15. REPAIR ALL EXISTING WALL SURFACES DAMAGED DURING CONSTRUCTION SUCH THAT THEY MATCH AND BLEND IN WITH ADJACENT SURFACES. 16. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED AND FIRE CODE APPROVED MATERIALS. 17. 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 CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL COMPLETION OF CONSTRUCTION. 18. MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH CABLE MANUFACTURERS RECOMMENDATIONS. 19. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE ENGINEER. 20. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WITH JURISDICTIONAL OR STATE AND LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL AND COORDINATED WITH LOCAL REGULATORY AUTHORITIES. 21. LIGHT SHADED LINES AND NOTES REPRESENT WORK PREVIOUSLY DONE. DARK SHADED LINES AND NOTES REPRESENT THE SCOPE OF WORK FOR THIS PROJECT. CONTRACTOR SHALI VERIFY IF EXISTING CONSTRUCTION IS COMPLETE. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. 22. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND/OR WIPING CERTIFICATES REQUIRED FOR THE ELECTRICAL SERVICE UPGRADE, IN ADDITION, CONTRACTOR SHALL PROVIDE ALL NECESSARY COORDINATION AND SCHEDULING WITH THE SERVING ELECTRICAL UTILITY AND LOCAL INSPECTION AUTHORITIES. ELECTRICAL NOTES 1. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK INDICATED. ANY/ALL CONSTRUCTION SHALL BE IN ACCORDANCE W/DRAWINGS AND ANY/ALL APPLICABLE SPECIFICATIONS. IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH 'THESE REOUIREMENTS, CONTRACTOR SHALL NOTIFY 'CONSTRUCTION MANAGER' AS SOON AS POSSIBLE, AFTER THE DISCOVERY OF THE PROBLEMS, AND SHALL NOT PROCEED WITH THAT PORTION OF WORK, UNTIL THE 'CONSTRUCTION MANAGER' HAS DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN. 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 FIXTURES, ETC., THAT ARE PART OF THE FINAL SYSTEM, SHALL BE VERIFIED BY THE CONTRACTOR, PRIOR TO THE SUBMITTAL OF HIS BID. FAILURE TO COMPLY WITH THIS PARAGRAPH WILL IN NO WAY RELIEVE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A COMPLETE AND WORKING SYSTEM. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL CODES AND LOCAL ORDINANCES OF THE LOCAL POWER & TELEPHONE COMPANIES HAVING JURISDICTION AND SHALL INCLUDED BUT NOT BE LIMITED T0: A. UL -- UNDERWRITERS LABORATORIES B. NEC -- NATIONAL ELECTRICAL CODE C. NEMA -- NATIONAL ELECTRICAL MANUFACTURERS ASSOC. D. OSHA -- OCCUPATIONAL SAFETY AND HEALTH ACT E. IBC -- INTERNATIONAL BUILDING CODE F. NFPA -- NATIONAL FIRE CODES 4. DO NOT SCALE ELECTRICAL DRAWINGS, REFER 7D SITE PLANS AND ELEVATIONS FOR EXACT LOCA TIONS OF ALL EQUIPMENT, AND CONFIRM WITH 'CONSTRUCTION MANAGER AND SIZES AND LOCA TIONS WHEN NEEDED. 5. EXISTING SERVICES: CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN PERMISSION OF THE GDIT, 6. CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR IS TO OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORK BEGINNING OR ORDERING EQUIPMENT. 7. THE TERM "PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, INDICATES THAT THE CONTRACTOR SHALL FURNISH AND INSTALL. 8. CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS SUCH AS THE: LUG SIZE RESTRICTIONS, CONDUIT ENTRY, SIZE OF TRANSFORMERS, SCHEDULED DOWNTIME FOR THE OWNERS' CONFIRMATION, ETC. ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER, PRIOR TO BEGINNING ANY WORK. 9. MINIMUM WIRE SIZE. SHALL BE #12 AWG, NOT INCLUDING CONTROL WIRING, UNLESS NOTED OTHERWISE. ALL CONDUCTORS SHALL BE COPPER WITH THWN INSULATION. 10. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET/DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. 11. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION. CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 12. ELECTRICAL SYSTEM SHALL BE AS COMPLETELY AND EFFECTIVELY GROUNDED, AS REQUIRED BY SPECIFICATION, SET FORTH BY SPRINT. 13. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS. WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULL OPERATIVE AND SUBJECT TO REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION MANAGER. 14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 15. CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS OR A PERIOD OF NOT LESS THAN TWO YEARS FROM DATE OF CUSTOMER'S ACCEPTANCE. 16. THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE AND SHALL INCLUDE THE REPLACEMENT OF THE REPAIR OF ANY OTHER PHASE OF THE INSTALLATION, WHICH MAY HAVE BEEN DAMAGED THEREIN WITHIN 48 HOURS. 17. ADEQUATE AND REOUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LOSS AND ANY/ALL PROPERTY DAMAGE FOR THE DURATION OF WORK. 18. PROVIDE AND INSTALL CONDUIT, CONDUCTORS. PULL WIRES, BOXES, COVER PLATES AND DEVICES FOR ALL OUTLETS AS INDICATED. 19. DITCHING AND BACK FILL: CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT AND/OR CABLES INCLUDING EXCAVATION AND BACKFILLING AND COMPACTION. REFER TO NOTES AND REQUIREMENTS, EXCAVATION, AND BACKFILLING. 20. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SHALL APPEAR ON THE LIST OF U.L. APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF THE NEC, NEMA AND IEEE. 21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF ANY/ALL LIGHTING FIXTURES, SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE CONSTRUCTION MANAGER PRIOR TO INSTALLATION. 22. ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY AND SHALL BE INCLUDED IN THE COST FOR WORK AND PERFORMED TO THE SATISFACTION OF THE 'CONSTRUCTION MANAGER' UPON FINAL ACCEPTANCE. 23. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN DIRECTORIES. ALL ELECTRICAL WIRING SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 24. DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY-DUTY, QUICK -MAKE AND QUICK -BREAK ENCLOSURES, AS REOUIRED BY EXPOSURE TYPE. 25. ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF AN ANTI -OXIDE COMPOUND SUCH AS "NO -OXIDE A" BY DEARBORNE CHEMICAL CO. COAT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED COPPER SURFACES, INCLUDING GROUND BARS, SHALL BE TREATED - NO SUBSTITUTIONS. 26. REACEWAYS: CONDUIT SHALL BE SCHEDULE 40 PVC MEETING OR EXCEEDING NEMA TC2 - 1990. CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS - 200 LBS TEST POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL BE A MINIMUM OF 2 FT. RADIUS. RGS CONDUITS WHEN SPECIFIED, SHALL MEET UL-6 FOR GALVANIZED STEEL. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. COAT ALL THREADS WITH 'BRITE ZINC' OR 'GOLD CALV'. 27. SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. 28. CONDUCTORS: CONTRACTOR SHALL USE 98% CONDUCTIVITY COPPER WITH TYPE THWN INSULATION, 600 VOLT, COLOR CODED. USE SOLID CONDUCTORS FOR WIRE UP TO AND INCLUDING NO. 8 AWG. USE STRANDED CONDUCTORS FOR WIRE ABOVE NO. 8 AWG. 29. CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE TYPE INSULATED TWIST -ON CONNECTORS FOR N0. 10 AWG AND SMALLER. USE SOLDERLESS MECHANICAL TERMINAL LUGS FOR N0. 8 AWG AND LARGER. 30. SERVICE: 240/120V, SINGLE PHASE, 3 WIRE CONNECTIONS AVAILABLE FROM UTILITY COMPANY. OWNER OR OWNERS AGENT WILL APPLY FOR POWER. 31. TELEPHONE SERVICE: CONTRACTOR SHALL PROVIDE EMPTY CONDUITS WITH MULE TAPE AS INDICATED ON DRAWINGS. 32. ELECTRICAL AND TELCO RACEWAYS TO BE BURIED A MINIMUM OF 2' DEPTH. 33. CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 12" BELOW GROUND AND DIRECTLY ABOVE ELECTRICAL AND TELCO SERVICE CONDUITS. CAUTIONS TAPE TO READ "CAUTION BURIED ELECTRIC" OR "BURIED TELECOM". 34. ALL BOLTS SHALL BE STAINLESS STEEL. ANTENNA & COAX NOTES 1. VERIFY EACH COAXIAL CABLE LENGTH, DIAMETER, ROUTING, COLOR CODING AND ALL APPURTENANCES WITH GDIT. 2. THE MAXIMUM COAXIAL CABLE LENGTH AND CORRESPONDING COAXIAL CABLE DIAMETER IS SHOWN ON SHEET A-4. THIS CABLE LENGTH IS TO BE USED FOR FABRICATION OR CONSTRUCTION. ACTUAL ANTENNA CABLE LENGTH(S) MUST BE VERIFIED. COAXIAL CABLE SHALL BE PROVIDED BY GDIT. 3. ALL COAX CABLES SHALL UTILIZE GROUND KITS, GROUNDED AS FOLLOWS: A. NEAR ANTENNA RAD CENTER ELEVATION, B. MIDDLE OF TOWER (MID-HEIGH OF ANTENNA), IF CABLE RUN IS OVER 200', C. BOTTOM OF TOWER, D. AT MASTER GROUND BAR 3'-0" FROM MMBS-BBU CABINET 4. ALL TOP JUMPERS SHALL BE LENGTHS AS SHOWN AND INSTALLED BY CONTRACTOR. H D IN ACCORDANCE WITH 5. ALL CABLES SHALL BE COLOR CODED AS SHOWN ON SHEET RF-1 AN SPRINTSPECIFICATIONS. S EC 6. BANDING SHALL BE IN ACCORDANCE WITH SHEET A-4, RF-1 AND AS FOLLOWS: A. MAIN LINE COLOR BANDS SHALL BE 2" WIDE. MAINTAIN 1" SPACING BETWEEN COLORS. B. FREQUENCY COLOR BANDS SHALL BE 2" WIDE WITH NO SPACE BETWEEN COLORS. C. JUMPER COLOR BANDS SHALL BE 1" WIDE WITH 1" SPACE. D. START COLOR BANDS 2" BEYOND WEATHERPROOFING. E. START SELECTOR COLOR NEXT TO END CONNECTORS, 7. FINAL COAXIAL ANTENNA CABLE SIZES SHALL BE DETERMINED BY SAMSUNG RF ENGINEER, SEE ANTENNA SCHEDULE SHEET A-4. BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY GD. 8. SEE CONSTRUCTION MANAGER FOR ANTENNA SUPPORT ASSEMBLY TYPE. 9. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TO EXCEED 3' OR THE CABLE MANUFACTURES SPECIFICATIONS WHICHEVER IS LESS, WITH HARDWARE SPECIFIED IN THE COAXIAL CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL REPORT. 10. PROVIDE AT LEAST 6" OF SLACK IN THE MAIN COAXIAL CABLES AT THE ANTENNA MOUNTING ELEVATION TO PROVIDE FOR FUTURE CONNECTOR REPLACEMENT. ANTENNA & HYBRID CABLE NOTES 1. VERIFY EACH HYBRID CABLE LENGTH, ROUTING, DIAMETER, COLOR CODING AND ALL APPURTENANCES WITH GDIT. 2. THE HYBRID CABLE AND DIAMETER LENGTH IS SHOWN ON A-4. EXCESS CABLE LENGTHS TO BE DRESSED IN A MANNER APPROVED BY GDIT. CABLES CANNOT BE CUT TO FIT. 3. HYBRID CABLE INTERNAL GROUND WIRE TO BE GROUNDED AT TOP AND BOTTOM PER SAMUSUNG'S (SPRINT) SPECIFICATIONS. 4. EXCESS TOP 15' HYBRID CABLE FIBER JUMPERS TO BE DRESSED IN A MANNER APPROVED BY GDIT, CANNOT BE COILED, MUST BE SECURED TO TOWER MOUNTS.. 5. ALL MAIN CABLES SHALL BE COLOR CODED AS SHOWN ON SHEET RF-1 & IN ACCORDANCE WITH SPRINT SPECIFICATIONS. 6. BAADIMAINSLINE COLORACCORDANCE BANDS SHALLWBE 2HWIDE, MAINTAINI 1" SPACING B,7WEENREVIEWED FO L BE INB. JUMPER COLOR BANDS SHALL BE 1" WIDE WITH 1" SPACE. C. START COLOR BANDS 2" BEFORE MAIN CABLE END. CODE COMPLIA 7 CABLE SCHEFINAL DULE D BSHEET RF-1.LE SIZES ONEFINALEDCABLESRUNULENGTHSRF NDET�RMINED BYALPPROVED GINsER. SEE Hy 8. ALL HYBRID CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCT RE AT DISTANCES NOT TO EXCEED 3' HORIZONTALLY OR 4' VERTICALLY OR THE CABLE MANUT\CTURER'S 6 2014 SPECIFICATIONS WHICHEVER IS LESS. WITH HARDWARE SPECIFIED IN THE HY RID CABLE 2 DETAILS OF THE SUPPLIED STRUCTURAL SUPPORT. SITE WORK NOTES 1. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE Li OTHERWISE NOTED. 2. DO NOT SCALE BUILDING DIMENSIONS FROM DRAWING. 3. SIZE, LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL BE ACCURATELY NOTED AND PLACED ON AS -BUILT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO ARCHITECT/ENGINEER AT COMPLETION OF PROJECT. 4. ALL EXISTING UTILITIES, FACILITIES. CONDITIONS AND THEIR DIMENSIONS SHOWN ON PLANS HAVE BEEN PLOTTED FROM AVAILABLE RECORDS. THE ENGINEER AND OWNER ASSUME NOT RESPONSIBILITY WHATSOEVER AS TO THE SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL EXISTING UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING EXISTING UTILITIES. 5. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLANS SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLUTION AND INSTRUCTION, AND NO FURTHER WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS CHECKED AND CORRECTED BY THE ARCHITECT/ENGINEER. FAILURE 70 SECURE SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS/HER OWN RISK AND EXPENSE. 6. CONTRACTOR SHALL CALL LOCAL DIGGER HOT LINE FOR UTILITY LOCATIONS 48 HOURS PRIOR TO START OF CONSTRUCTION. 7. ALL NEW AND EXISTING UTILRY STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED BY CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK. • City of Tukwii, E1DING DIVIS V 8. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE AND IS TO FEATHER INTO EXISTING GRADES AT THE GRADING LIMITS. 9. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS, UTILITIES, ETC.. SHALL BE PROPERLY LAID BACK OR BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS. 10. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 95% OF MAXIMUM STANDARD PROCTOR DRY DENSITY. 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. 12. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS. THE LIFTS THICKNESS SHOULD NOT EXCEED THAT WHICH CAN BE PROPERLY COMPACTED THROUGHOUT ITS ENTIRE DEPTH WITH THE EQUIPMENT AVAILABLE. 13. ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL TO 1 VERTICAL SHALL BE PROPERLY BENCHED INTO THE EXISTING SLOPE AS DIRECTED BY A GEOTECHNICAL ENGINEER. 14. CONTRACTOR SHALL CLEAN ENTIRE SITE DAILY AFTER CONSTRUCTION SUCH THAT NO PAPERS, THRASH, WEEDS, BRUSH OR ANY OTHER DEPOSITS WILL REMAIN. ALL MATERIALS COLLECTED DURING CLEANING OPERATIONS SHALL BE DISPOSED OF OFF -SITE BY THE GENERAL CONTRACTOR. 15. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFLICT WITH THE IMPROVEMENTS SHALL BE PROTECTED BY THE GENERAL CONTRACTOR. 16. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR WITH LOCAL UTILITY COMPANY, TELEPHONE COMPANY. AND ANY OTHER UTILITY COMPANIES HAVING JURISDICTION OVER THIS LOCATION. Sprint> Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: RIV=RTO\ -=1G-TS SE03XC404 TUKWILA, 3516 KING 146TH WA COUNTY ST. 98168 �. ;E ISSUED DATE: 07-28-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 0 -17-14 CD PRELIM DHD B 0 -19-14 CD FINAL DHD C 7-28-14 CD REVS DHD t. RECEIVED CITY OF TUKWILA JUL 3 0 2014 PER,�YAUI T CENTER 1 NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHITECT • VI H. AN STATE OF WASHINGTON SHEET TITLE: GENERAL NOTES SHEET NUMBER: / REVISION: \J DHD PROJ. N0. 2014-020 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. FOUNDATION, EXCAVATION AND BACKFILL NOTES T 1 VERTICAL. HORIZONTAL 0 P SLO ES SHALL BE A MAXIMUM OF 3 I A GRADED ALL FINAL 1. R 2. ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE SHALL BE OF UNDISTURBED SOILS SUBSTANTIALLY HORIZONTAL AND FREE FROM ANY LOOSE, UNSUITABLE MATERIAL OR FROZEN SOILS, AND WITHOUT THE PRESENCE OF POUNDING WATER. DEWATERING FOR EXCESS GROUND WATER SHALL BE PROVIDED WHEN REQUIRED. COMPACTION OF SOILS UNDER CONCRETE PAD FOUNDATIONS SHALL NOT BE LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR THE SOIL IN ACCORDANCE WITH ASTM D1557. 3. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL. IF INADEQUATE BEARING CAPACITY IS REACHED AT THE DESIGNED EXCAVATION DEPTH, THE UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION SHALL BE FILLED WITH CONCRETE OF THE SAME TYPE SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE USED TO STABILIZE THE BOTTOM OF THE EXCAVATION. ANY STONE SUB BASE MATERIAL, IF USED, SHALL NOT SUBSTITUTE FOR REQUIRED THICKNESS OF CONCRETE. 4. ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, DEBRIS, AND SO FORTH PRIOR TO BACK FILLING. BACK FILL SHALL CONSIST OF APPROVED MATERIALS SUCH AS EARTH, LOAM SANDY CLAY, SAND AND GRAVEL, OR SOFT SHALE, FREE FROM CLODS OR LARGE STONES OVER 2 1/2" MAX DIMENSIONS. ALL BACK FILL SHALL BE PLACED IN COMPACTED LAYERS. 5. ALL FILL MATERIALS AND FOUNDATION BACK FILL SHALL BE PLACED MAXIMUM 6" THICK LIFTS BEFORE COMPACTION. EACH LIFT SHALL BE WETTED IF REQUIRED AND COMPACTED TO NOT LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR SOIL IN ACCORDANCE WITH ASTM D1557. 6. NEWLY PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 HRS PRIOR TO BACK FILLING. 7. FINISHED GRADING SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE AND PREVENT STANDING WATER. THE FINAL (FINISH) ELEVATION OF SLAB FOUNDATIONS SHALL SLOPE AWAY IN ALL DIRECTIONS FROM THE CENTER. FINISH GRADE OF CONCRETE PADS SHALL BE A MAXIMUM OF 4 INCHES ABOVE FINAL FINISH GRADE ELEVATIONS. PROVIDE SURFACE FILL GRAVEL TO ESTABLISH SPECIFIED ELEVATIONS WHERE REQUIRED. 8. NEWLY GRADED SURFACE AREAS TO RECEIVE GRAVEL SHALL BE COVERED WITH GEOTEXTILE FABRIC TYPE: TYPAR-3401 AS MANUFACTURED BY "CONSTRUCTION MATERIAL 1-800-239-3841" OR AN APPROVED EQUIVALENT, SHOWN ON PLANS. THE GEOTEXTILE FABRIC SHALL BE BLACK IN COLOR TO CONTROL THE RECURRENCE OF VEGETATIVE GROWTH AND EXTEND TO WITHIN 1 FOOT OUTSIDE THE SITE FENCING OR ELECTRICAL GROUNDING SYSTEM PERIMETER WHICH EVER 15 GREATER. ALL FABRIC SHALL BE COVERED WITH A MINIMUM OF 4" DEEP COMPACTED STONE OR GRAVEL AS SPECIFIED. I.E. FOOT TYPE No. 57 FOR FENCED COMPOUND; FOOT TYPE No. 67 FOR ACCESS DRIVE AREA. 9. IN ALL AREAS TO RECEIVE FILL, REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET AND UNSATISFACTORY SOIL MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE. PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SUCH THAT FILL MATERIAL WILL BIND WITH EXISTING/PREPARED SOIL SURFACE. 10. WHEN SUB GRADE OR PREPARED GROUND SURFACE HAS A DENSITY LESS THAN THAT REQUIRED FOR THE FILL MATERIAL. SCARIFY THE GROUND SURFACE TO DEPTH REQUIRED, PULVERIZE. MOISTURE -CONDITION AND/OR AERATE THE SOILS AND RE -COMPACT TO THE REQUIRED DENSITY PRIOR TO PLACEMENT OF FILLS. 11. IN AREAS WHICH EXISTING GRAVEL SURFACING IS REMOVED OR DISTURBED DURING CONSTRUCTION OPERATIONS, REPLACE GRAVEL SURFACING TO MATCH ADJACENT GRAVEL SURFACING AND RESTORED TO THE SAME THICKNESS AND COMPACTION AS SPECIFIED. ALL RESTORED GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES. 12. EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED WITH THE CONDITION THAT ANY UNFAVORABLE AMOUNTS OF ORGANIC MATTER, OR OTHER DELETERIOUS MATERIALS ARE REMOVED PRIOR TO REUSE. FURNISH ANY ADDITIONAL GRAVEL RESURFACING MATERIAL AS NEEDED TO PROVIDE A FULL DEPTH COMPACTED SURFACE THROUGHOUT SITE. 13. GRAVEL SUB SURFACE SHALL BE PREPARED TO REQUIRED COMPACTION AND SUB GRADE ELEVATIONS BEFORE GRAVEL 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 SURFACING MATERIAL SHALL NOT BE USED FOR FILLING DEPRESSIONS IN THE SUB GRADE. 14. PROTECT EXISTING GRAVEL SURFACING AND SUB GRADE IN AREAS WHERE EOUIPMENT LOADS WILL OPERATE. 15. DAMAGE TO EXISTING STRUCTURES AND/OR UTILITIES RESULTING FROM CONTRACTORS NEGLIGENCE SHALL BE REPAIRED AND/OR REPLACED TO THE OWNERS SATISFACTION AT NO ADDITIONAL COST TO THE CONTRACT. 16. ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN THE BID. EXCESS TOPSOIL AND UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY GOVERNING AGENCIES AT NO ADDITIONAL COST TO THE CONTRACT. ENVIRONMENTAL (NOTES 1. ALL WORK PERFORMED SHALL BE DONE IN „CE'ORDANCE WITH ISSUED PERMITS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYMENT '1F FINES AND PROPER CLEAN UP FOR AREAS IN VIOLATION. 2. CONTRACTOR AND/OR DEVELOPER SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROLS DURING CONSTRUCTION FOR PROTECTION OF ADJACENT PROPERTIES, ROADWAYS AND WATERWAYS AND SHALL BE MAINTAINED IN PLACE THROUGH FINAL JURISDICTIONAL INSPECTION & RELEASE OF SITE. 3. CONTRACTOR SHALL INSTALL/CONSTRUCT ALL NECESSARY SEDIMENT/SILT CONTROL FENCING AND PROTECTIVE MEASURES WITHIN THE LIMITS OF SITE DISTURBANCE PRIOR TO CONSTRUCTION. 4. NO SEDIMENT SHALL BE ALLOWED TO EXIT THE PROPERTY. THE CONTRACTOR IS RESPONSIBLE FOR TAKING ADEQUATE MEASURES FOR CONTROLLING EROSION. ADDITIONAL SEDIMENT CONTROL FENCING MAY BE REQUIRED IN ANY AREAS SUBJECT TO EROSION. 5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL TIMES WITH SILT AND EROSION CONTROL MEASURES MAINTAINED ON THE DOWNSTREAM SIDE OF SITE DRAINAGE. ANY DAMAGE TO ADJACENT PROPERTY AS A RESULT OF EROSION WILL BE CORRECTED AT THECONTRACTORS EXPENSE. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS AND ANY REPAIRS OF ALL SEDIMENT CONTROL MEASURES INCLUDING SEDIMENT REMOVAL AS NECESSARY. 7. CLEARING OF VEGETATION AND TREE REMOVAL SHALL BE ONLY AS PERMITTED AND BE HELD TO A MINIMUM. ONLY TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED. 8. SEEDING SAND MULCHING AND/OR SODDING OF THE SITE WILL BE ACCOMPLISHED AS SOON AS POSSIBLE AFTER COMPLETION OF THE PROJECT FACILITIES AFFECTING LAND DISTURBANCE. 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 SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAVING THE CONSTRUCTION AREA. THIS MAY INCLUDE SUCH MEASURES 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 ANY DETRIMENTAL QUANTITY OF SOFT, FRIABLE, THIN, ELONGATED OR LAMINATED PIECES, DISINTEGRATED MATERIAL, ORGANIC MATTER. OIL, ALKALI, OR OTHER DELETERIOUS SUBSTANCES. STRUCTURAL STEEL NOTES 1. ALL STEEL WORK SH ALL BE IN ACCO RDANCE WITH THE LATEST EST ED ITI N OF THE AISC MANUAL AL OF STEEL INDICATED BELOW: WITH ASTM AS D IN ACCORDANCE TI N SHALL BE SECTIONS STEEL SEC CONSTRUCTION. T A W- HAPES: AS M 992, 50 KS I S ANGLES, BARS CHANNELS: ASTM A36, 36 KSI HSS SECTIONS: ASTM 500, 46 KSI PIPE SECTIONS: ASTM A53-E, 35 KSI 2. ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED. 3. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION". PAINTED SURFACES SHALL BE TOUCHED UP. 4. NON-STURCUTRAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"0 ASTM A 307 BOLTS UNLESS NOTED OTHERWISE.. 5. FIELD MODIFICATIONS ARE TO BE COATED WITH ZINC ENRICHED PAINT. CONCRETE MASONRY NOTES 1. CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C90, GRADE N-1, (F'M=1,500 PS). MEDIUM WEIGHT (115 PCF). 2. MORTAR SHALL BE TYPE "S" (MINIMUM 1,800 PSI AT 28 DAYS). 3. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. 4. ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS AND ALL CELLS IN RETAINING WALLS AND WALLS BELOW GRADE SHALL BE SOLID GROUTED. 5. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR LINTEL BEAM UNITS. 6. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE GROUT POUR 1-1/2" BELOW TOP OF THE UPPERMOST UNIT. 7. ALL BOND BEAM BLOCK SHALL BE "DEEP CUT" UNITS. 8. PROVIDE INSPECTION AND CLEAN -OUT HOLES AT BASE OF VERTICAL CELLS HAVING GROUT LIFTS IN EXCESS OF 4'-0" OF HEIGHT. 9. ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR. 10. CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. 11. REINFORCING BARS - SEE NOTES UNDER "STRUCTURAL CONCRETE NOTES" FOR REQUIREMENTS. 12. PROVIDE ONE BAR DIAMETER (A MINIMUM OF 1/2") GROUT BETWEEN MAIN REINFORCING AND MASONRY UNITS. 13. LOW LIFT CONSTRUCTION, MAXIMUM GROUT POUR HEIGHT IS 4 FEET. 14. HIGH LIFT GROUTED CONSTRUCTION MAY BE USED IN CONFORMANCE WITH PROJECT SPECIFICATIONS AND SECTION 2104.6.1 OF U.B.C. 15. ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT, EXCEPT A5 NOTED IN THE DRAWINGS OR SPECIFICATIONS. 16. CELLS SHALL BE IN VERTICAL ALIGNMENT, DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITH CORES CONTAINING REINFORCING STEEL. 17, REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE AND HEIGHT OF UNITS, LAYING PATTER AND JOINT TYPE. 18. SAND SHALL BE CLEAN, SHARP AND WELL GRADED, FREE FROM INJURIOUS AMOUNTS OF DUST, LUMPS, SHALE, ALKAU OR ORGANIC MATERIAL. 19. BRICK SHALL CONFORM TO ASTM C-62 AND SHALL BE GRADE MW OR BETTER. STRUCTURAL CONCRETE NOTES 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301-05, ACI 318-05 AND THE SPECIFICATION FOR CAST -IN -PLACE CONCRETE. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH fc'=3,000 P51 AT 28 DAYS UNLESS NOTED OTHERWISE. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES CLASS "B" AND ALL HOOKS SHALL BE STANDARD UNLESS NOTED OTHERWISE. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS 5113... n 'lOOWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH 3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER 2 IN. #5 AND SMALLER & WWF 1 1/2 IN. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND. SLAB AND WALL 3/4 IN. BEAMS AND COLUMNS 1 1/2 IN. 5. A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE U.N.O. IN ACCORDANCE WITH ACI 301 SECTION 4.2.4 6. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN 'S NF RM TO MANUFACTURER HALL CO 0 W BOLT, DOWEL OR ROD AND S ANCHOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID C WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS. 7. USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. DIAM TER THAN THE :EI EVIEWED FOR DE COMPLIANCE APPROVED AUG 26 2014 City of Tukwila BUILDING DIVISION WEATHERPROOFING NOTES SPECIFICATIONS FOR WIRELESS SITES STANDARD CONSTRUCTION T R CONNECTORS AND GROUND KITS: 3 .6 WEATHERPROOFING a. ALL CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED USING BUTYL RUBBER WEATHERPROOFING AND TAPE. THIS INSTALLATION MUST BE DONE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION OR AS SHOWN ON THE CONSTRUCTION DRAWINGS (WHICHEVER IS GREATER). IF NO DIRECTION IS PROVIDED, WEATHERPROOFING MUST BE DONE PER THE FOLLOWING INSTRUCTIONS. 1. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE ENCOMPASSED INTO COLD SHRINK AND COMPLETELY WRAPPED WITH 2 INCH WIDE ELECTRICAL TAPE OVERLAPPING EACH ROW BY APPROXIMATELY )4 AND EXTENDING PAST THE CONNECTION BY TWO INCHES AS DISCUSSED BELOW; OR 2. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH LAYERS OF ELECTRICAL/BUTYL RUBBER/ELECTRICAL TAPE AS DISCUSSED BELOW; OR 3. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH TWO LAYERS OF 1.5 INCH WIDE SELF -AMALGAMATING TAPE COVERED WITH TWO LAYERS OF ELECTRICAL TAPE AS DISCUSSED BELOW. B. COLD SHRINK INSTALLATION PROCEDURE: 1. REQUIRED MATERIAL: COLD SHRINK TUBE, SPACERS AS NEEDED, BLACK ELECTRICAL TAPE-2 INCHES WIDE 2. REQUIRED TOOLS: KNIFE AND TAPE MEASURE STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE ALL GREASE AND DIRT. MARK THE MAIN FEED (LARGER DIAMETER) COAXIAL CABLE AT LEAST TWO INCHES ABOVE THE CONNECTION AS THE SPECIFIED START DIMENSION FOR THE COLD SHRINK. STEP 2: SLIDE THE COLD SHRINK TUBE OVER THE PRE-CONNECTORIZED END OF THE LARGER DIAMETER COAXIAL CABLE PRIOR TO MATING CONNECTOR INTERFACES. MAKE THE CONNECTION. STEP 3: REMOVE WAX PAPER FROM A SPACER HALF AND PRESS ONTO COAXIAL CABLE DIRECTLY BEHIND THE CONNECTOR. 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 THE SMALLER DIAMETER COAXIAL CABLE SIDE. STEP 4: SLIDE THE COLD SHRINK TUBE OVER THE CONNECTION TO THE SPECIFIED START DIMENSION MARK. HOLD THE COLD SHRINK TUBE AND COAXIAL CABLE IN ONE HAND SO THAT THE EDGE OF COLD SHRINK TUBE IS IN LINE WITH THE MARK. STEP 5: WITH YOUR FREE HAND, BEGIN REMOVING COLD SHRINK TUBE CORE. THE CORE WILL BE REMOVED BY UNWINDING IN A COUNTERCLOCKWISE DIRECTION WHILE LIGHTLY PULLING THE ATTACHED CORD AWAY FROM THE TUBE. STEP 6: USE BOTH HANDS TO CONTINUE THE UNWINDING PROCESS AS THE COLD SHRINK TUBE BEGINS TO COLLAPSE INTO POSITION. CONTINUE THE UNWINDING PROCESS UNTIL THE CORE IS COMPLETELY REMOVED AND THE COLD SHRINK TUBE IS INSTALLED. STEP 7: EXCESS COLD SHRINK TUBE EXTENDING TWO INCHES BEYOND THE SPACER HALVES CAN BE REMOVED OR LEFT IN PLACE. EXCESS COLD SHRINK TUBE CAN BE CAREFULLY CUT OFF WITH A KNIFE. STEP 8: WRAP OVER THE COLD SHRINK TUBE WITH ONE LAYER OF BLACK ELECTRICAL TAPE 2 INCH WIDTH OVERLAPPING EACH ROW BY 1/2 INCH. THIS TOP LAYER MUST BE WRAPPED USING A SHINGLED EFFECT. THE LAYER SHALL BE WRAPPED 50 THAT THE ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL. THIS TOP LAYER OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE COLD SHRINK TUBE ONTO THE UNDERLYING CABLE. TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT. TAPE SHALL BE CUT WITH A SHARP KNIFE. C. BUTYL RUBBER TAPE INSTALLATION PROCEDURE: 1. REQUIRED MATERIAL: BLACK ELECTRICAL TAPE-2 INCH WIDE AND BUTYL RUBBER TAPE 2 TO 3 INCHES WIDE. 2. REQUIRED TOOLS: KNIFE OR SCISSORS. STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE ALL GREASE AND DIRT. WRAP CONNECTOR/GROUND KIT WITH TWO LAYERS OF BLACK ELECTRICAL TAPE-2 INCH WIDTH OVERLAPPING EACH ROW BY APPROXIMATELY 1/2 INCH. THESE LAYERS OF TAPE MUST BE WRAPPED TIGHT ENOUGH S0 THAT NO VOIDS OR AIR PACKETS ARE PRESENT AND MUST EXTEND ONE INCH PAST THE CONNECTOR/GROUND KIT ON EACH SIDE. TWO ROWS SHALL BE APPLIED, ONE IN EACH DIRECTION, WITH THE TOP ROW SHINGLED TO PROMOTE WATER RUNOFF. STEP 2: WRAP CONNECTOR/GROUND KIT WITH ONE LAYER OF BUTYL RUBBER TAPE (2 TO 3 INCHES WIDTH) OVER THE BLACK ELECTRICAL TAPE OVERLAPPING EACH ROW BY APPROXIMATELY 1/2 INCH, THE BUTYL RUBBER TAPE MUST EXTEND 2 TO 3 INCHES (THE TAPE WIDTH) PAST THE ELECTRICAL TAPE AND COME IN GOOD CONTACT WITH THE UNDERLYING CABLE. ON CONNECTORS, WHEN WEATHERPROOFING FROM THE MAIN LINE TO THE JUMPER, BUILD UP THIS AREA WITH EXTRA BUTYL RUBBER TAPE TO INSURE A SMOOTH TRANSITION FREE OF VOIDS AND AIR PACKETS DOWN TO THE SMALLER DIAMETER CABLE. STEP 3: WRAP CONNECTOR/GROUND KIT WITH TWO LAYERS OF BLACK ELECTRICAL TAPE 2 INCH WIDTH OVERLAPPING EACH ROW BY 1 INCH. THESE LAST TWO LAYERS MUST BE WRAPPED USING A SHINGLED EFFECT. THE TOP LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL. THESE TOP LAYERS OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE BUTYL RUBBER TAPE ONTO THE UNDERLYING CABLE. ALL LAYERS OF TAPE SHALL 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. D. SELF -AMALGAMATING TAPE INSTALLATION PROCEDURE: 1. REQUIRED MATERIAL: SELF -AMALGAMATING TAPE -1.5 INCHES WIDE AND BLACK ELECTRICAL TAPE - 2 INCHES WIDE. 2. REQUIRED TOOLS: KNIFE OR SCISSORS. STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE ALL GREASE AND DIRT. STEP 2: START WRAPPING SELF -AMALGAMATING TAPE ON THE CABLE AT LEAST 2 INCHES FROM THE CONNECTOR/GROUND KIT. MAKE SURE TAPE IS STRETCHED TIGHT DURING THIS APPLICATION. STEP 3: WHILE STRETCHING TAPE, MAKE ONE WRAP OF THE TAPE AROUND THE CABLE, MAKING SURE THE TAPE IS WRAPPED ONTO ITSELF. THE TAPE WILL ONLY ADHERE TO ITSELF. STEP 4: CONTINUE WRAPPING THE CABLE AND CONNECTOR/GROUND KIT USING HALF OVERLAP (0.75 INCH WIDE) LAYERS. STEP 5: WRAP OVER AND PAST THE CONNECTOR/GROUND KIT AT LEAST 2 INCHES. STEP 6: TO TERMINATE THE SELF -AMALGAMATING TAPE, WRAP THE TAPE AT LEAST ONE FULL ROUND OVER THE CABLE STRETCHING THE TAPE TIGHT. CUT THE TAPE USING KNIFE OR SCISSORS AND APPLY THE LOOSE END TO THE UNDERLYING SELF -AMALGAMATING TAPE USING THUMB PRESSURE. STEP 7: TWO ROWS OF SELF -AMALGAMATING TAPE SHALL BE APPLIED IN THIS MANNER, IN ALTERNATING DIRECTIONS. THE TOP LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN AN UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE 50 WATER WILL BE REPELLED. STEP 8: WRAP OVER SELF -AMALGAMATING TAPE WITH TWO LAYERS OF BLACK ELECTRICAL TAPE- 2 TWO LAYERS Y 1 INCH. THESE TOP0 LA E S MUST ALSO BE EACH ROW B EC I, CH WIDTH OVERLAPPING C W APP THAT THE ENDS ARE Y HA BE WRAPPED SO I A SHINGLED EFFECT. THE LAYERS SHALL 1 RAPPED U USING I J THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE 1 EPELLED AND NOT ALLOWED TO COLLECT AND POOL. THESE TDP LAYERS OF ELECTRICAL TAPE UST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE SELF -AMALGAMATING TAPE [[OON��TO THE NADKETSING ARE PRESENT. THE LAYERSOF WRAP OF SHALL TAPEBE SHALA NOTPD BE PUI-1 +I IERIED APE SHALL BE CUT WITH A SHARP KNIFE OR SCISSORS. CITY OF TUKWILA JULI3 0 2014 PERMIT CENTER Sprintl) Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT RIV=RTO\ INFORMATION: -=1G-TS SE03XC404 TUKWILA, 3516 KING 146TH WA COUNTY ST. 98168 ISSUED DATE: 07-28-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-17-14 CD PRELIM DHD B 02-19-14 CD FINAL DHD C 7-28-14 CD REVS DHD D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHITECT VI H. AN STATE OF WASHINGTON SHEET TITLE: GENERAL_ NOTES SHEET NUMBER: REVISION: DHD PROJ. NO. 2014-020 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. LAT: 47.473325' LONG:-122.287344' AMSL: 5335' APPROXIMATE LOCATION OF EXISTING PROPERTY LINE EXISTING GRASS AREA PROJECT AREA - SEE ENLARGED PLANS & ELEVATIONS <8 EXISTING TREE, TYP. EXISTING BUILDING, TYP. S 146TH ST EXISTING /PARKING LOT GENERAL NOTES THIS IS NOT A SITE SURVEY' ALL PROPERTY BOUNDARIES, ORIENTATION OF TRUE NORTH AND ST"EE HALF -WIDTHS HAVE BEEN OBTAINED FROM A TAX PARCEL MAP AND OR SATELLIT 1 • GE5 AND ARE APPROXIMATE. City of Tukwila BUILDING nIVIsm 22" 34" SCALE: 1 - 30-0 11"x17" SCALE: 1" = 60'-0" 30" 10" THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS 15 PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. 30' RECEIVED CITY OF TUKWILA JULI3 0 2014 PERMIT CENTER OVERALL SITE PLH Sprint) Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT RI INFORMATION: -=IG-TS SE03XC404 TUKWILA, V=RTO\ 3516 KING 146TH WA COUNTY ST. 98168 ISSUED DATE: 07-28-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-17-14 CD PRELIM DHD B 02-19-14 CD FINAL DHD C 7-28-14 CD REVS DHD D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHITECT • VI H. AN STATE OF WASHINGTON SHEET TITLE: OVERALL SITE SHEET NUMBER: A - REVISION: DHD PROD. N0. 2014-020 EXISTING SPRINT EQUIPMENT ON STEEL BEAMS. REFER TO A-3 FOR DETAILS EXISTING TREE, TYP: EXISTING CONCRETE PAD EXISTING CHAINLINK FENCE 22"x34" SCALE: 1/8" = 1'-0" 11"x17" SCALE: 1/16" = 1'-0" B' 6' 4' 2' 0" 8' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES 15 STRICTLY PROHIBITED. GENERAL NOTES THIS 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 OR SATELLITE IMAGES AND ARE APPROXIMATE. 444 co,46, SPRING SECTOR A - SEE ENLARGED PLANS & ELEVATIONS EXISTING J rPARKING LOT EXISTING & PROPOSED SPRINT COAX RUN (LENGTH OF MAIN HYBRID: ALPHA APPROX. 270', BETA APPROX. 120') HFLEX X3j3N \� Wy F \+\ ( EXISTING ROOFTOP -s< F+ x r X r x -I X x m x r- r1 X X EXISTING SPRINT PANEL ANTENNA, TYP. OF 4 1 SPRING SECTOR B - SEE ENLARGED PLANS & ELEVATIONS REVIEWED FOR ODE COMPLIANCE APPROVED AUG 2 6 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JULL3 0 2014 PERMIT CENTER ENLARGED SITE / COMPOUND PLAN 1 S print) Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: R SE03XC404 TUKWILA, V-RTO\ _IG-TS 3516 KING 146TH WA COUNTY ST. 98168 ISSUED DATE: 07-28-14 ISSUED FOR: BUILDING PERMIT REVISIONS • REV. DATE DESCRIPTION INITIALS A 02-17-14 CD PRELIM DHD B 02-19-14 CD FINAL DHD C 7-28-14 CD REVS DHD D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHITECT • VI H. AN STATE OF WASHINGTON SHEET TITLE: ENLARGED SITE SHEET NUMBER: A REVISION: c DHD PROJ. NO. 2014-020 ALL EXISTING SPRINT GROUND BASED EQUIPMENT TO REMAIN - NO ADDITION SPRINT EQUIPMENT INSTALLED AT THIS TIME Y ' EXISTING SPRINT MMBS EXISTING SPRINT MMBS ■ CABINET ■ I CABINET NI il CEG SPRINT BBU EXISTING SPRINT CABINET BBU • CABINET EXISTING SPRINT G pl EXISTING SPRINT O c� CABLES HYBRIFLEX CABLES z II HFLEX HF HYBRIFLEX E \ N ,I HFLE HFLEX �EX I• PROPOSED CABLE T• ANTENNA" SPRINT HYBRIFLEX NEW 2.5GHz MI Ii• •• • • NEW SPRINT AC MOUNTED ON NEW H—FRAME NEW SPRINT AC MOUNTED N NEW H—FRAME O E T E" E Q M E N T 22"x34" SCALE: 1/4" = 1'-0" " P ' u 2 22"x34" SCALE: 1/4" = 1'-0" 1'-0" 3' 2' 1' 0" 4' EXISTING E Q U P M E N T PLAN I1 11 "x17" SCALE: 1 /8" = 1'-0" 4' 3' 2' 1' 0" 4' R /1 N 1 1 %17" SCALE: 1 /8" = 4' ALL EXISTING SPRINT GROUND BASED EQUIPMENT TO REMAIN - NO ADDITION SPRINT EQUIPMENT INSTALLED AT THIS TIME NOTE: STRUCTURAL ANALYSIS MUST BE PREFORMED ON ALL ROOFTOPS, FLAGPOLES AND TOWER SITES BEFORE INSTALLATION OF NEW ANTENNAS, NEW RRUS, & NEW CABINETS/TEMPORARY PLATFORMS. STRUCTURAL ANALYSIS PROVIDED ON BEHALF OF SPRINT DUSTING SPRINT MMBS CABINET II ■JGI EXISTING SPRINT BBU ITEMS TO BE REMOVED CABINET EXISTING �� J I• SPRINT CDMA ANTENNA 0 � EXISTING CABLES HYBRIFLEX CDMA CABINET 0 HFLEX E BBU CABINET 0 HFLEX I X MICROWAVE CABINET 0 COAX CABLE 0 • PROPOSED? CABLE T• ANTENNA" SPRINT HYBRIFLEX NEW 2.5GHz RECEIVED REVIEWED FOR CITY TUKWILA ''ODE COMPLIANCE . • • • NEW SPRINT AC MOUNTED ON NEW H—FRAME - ' r0 APPROVED ?Y' tN AUG 2 6 2014 JUL. 3 0 2014 PERMIT CENTER City of Tukwila TES / REMOVED ITEMS 4 22"x34" SCALE: 1/4"= 1'-0" PROPOSED EQUIPMENT PLAN SCALE: 1/8" = 1'-0" 4' 3' 2' 1' 0" 4' 3 [BUILDING DIVLSJ 11"x17" THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. Sprint) Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: RIV-RTO\ - SE03XC404 TUKWILA, 3516 KING G-TS 146TH WA COUNTY ST. 98168 ISSUED DATE: 07-28-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE - DESCRIPTION INITIALS A 02-17-14 CD PRELIM DHD B 02-19-14 CD FINAL DHD C 7-28-14 CD REVS DHD D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHITECT VI H. AN STATE OF WASHINGTON SHEET TITLE: ENLARGED EQUIPMENT PLANS SHEET NUMBER: A REVISION: DHD PROJ. NO. 2014-020 EXISTING BUILDING PARAPET 7 EXISTING VACANT MOUNT, NIP. EXISTING SPRINT GPS ANTENNA EXISTING ANTENNA MOUNT CROSS MEMBER ATTACHED TO PARAPET - PREPARE FOR NEW ANTENNAS EXISTING SPRINT 1900MHz NV ANTENNA MOUNTED ON NEW PIPE EXISTING SPRINT 1900MHz RRU (1 PER SECTOR) EXISTING BUILDING ROOFTOP EXISTING VACANT MOUNT, TYP. EXISTING BUILDING PARAPET EXISTING UNISTRUT BRACE EXISTING SPRINT 1900MHz RRU (1 PER SECTOR) EXISTING SPRINT 1900MHz NV ANTENNA MOUNTED ON NEW PIPE EXISTING BUILDING PARAPET EXISTING VACANT MOUNT, TYP. EXISTING SPRINT GPS ANTENNA (P) SPRINT 2.5GHz PANEL ANTENNA MOUNTD ON (P) 3Y2"0 O.D. PIPE - 1 PER SECTOR, TOTAL OF 3 EXISTING ANTENNA MOUNT CROSS MEMBER ATTACHED TO PARAPET - PREPARE FOR NEW ANTENNAS EXISTING SPRINT 1900MHz NV ANTENNA MOUNTED ON NEW PIPE EXISTING SPRINT 1900MHz RRU (1 PER SECTOR) EXISTING BUILDING ROOFTOP EXISTING VACANT MOUNT, TYP. (P) SPRINT 2.5GHz RRH MOUNTED ON (P) 3Y2" O.D. PIPE. PROVIDE PIPE ADAPTER KIT TO SUIT IF NECESSARY - 1 PER SECTOR, TOTAL OF 3 EXISTING BUILDING PARAPET EXISTING UNISTRUT BRACE EXISTING SPRINT 1900MHz RRU (1 PER SECTOR) EXISTING SPRINT 1900MHz NV ANTENNA MOUNTED ON NEW PIPE 22"x34" SCALE: 3/16 = 1-0" 11x17" SCALE: 3/8 = 1'-0" 8' 4' 0 EXISTING ANTENNA PLAN 22"x34" SCALE: 3/16 - 1-0" j 11"x17" SCALE: 3/8 = 1 0" 8' 4' 0" 8' PROPOSED TEMP. ANTENNA PL AN 7 EXISTING BUILDING PARAPET EXISTING VACANT MOUNT, TYP. EXISTING SPRINT GPS ANTENNA (P) SPRINT 2.5GHz PANEL ANTENNA MOUNTD ON (P) 3Y2"0 O.D. PIPE - 1 PER SECTOR, TOTAL OF 3 EXISTING ANTENNA MOUNT CROSS MEMBER ATTACHED TO PARAPET - PREPARE FOR NEW ANTENNAS EXISTING SPRINT 1900MHz NV ANTENNA MOUNTED ON NEW PIPE EXISTING SPRINT 1900MHz RRU (1 PER SECTOR) EXISTING BUILDING ROOFTOP EXISTING VACANT MOUNT, TYP. (P) SPRINT 2.5GHz RRH MOUNTED ON (P) 3Y2" O.D. PIPE. PROVIDE PIPE ADAPTER KIT TO SUIT IF NECESSARY - 1 PER SECTOR, TOTAL OF 3 22"x34" SCALE: 3/16" = 1'-0" 11"x17" SCALE: 3/8 = 1'-0" 8' 4' 0" 8' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES 15 STRICTLY PROHIBITED. EXISTING BUILDING PARAPET EXISTING UNISTRUT BRACE EXISTING SPRINT 1900MHz RRU (1 PER SECTOR) EXISTING SPRINT 1900MHz NV ANTENNA MOUNTED ON NEW PIPE NOTE: • STRUCTURAL ANALYSIS MUST BE PREFORMED ON ALL ROOFTOPS, FLAGPOLES AND TOWER SITES BEFORE INSTALLATION OF NEW ANTENNAS, NEW RRUS, & NEW CABINETS/TEMPORARY PLATFORM. STRUCTURAL ANALYSIS PROVIDED BY GENERAL DYNAMICS. NOTE; EXISTING ANTENNAS ARE CDMA UNLESS NOTED OTHERWISE. NEW SPRINT ANTENNAS INCLUDE RESPECTIVE RRU'S WHICH SHALL BE MOUNTED ON THE PIPE BEHIND THE ANTENNA SIMILAR TO THAT SHOWN ON DETAIL 1, SHEET A- 6. FIELD VERIFY EXISTING AZIMUTH BEFORE RELOCATING THE ANTENNA. IF REQUIRED. PRIOR APPROVAL FROM SPRINT TO BE GRANTED BEFORE RELOCATION OF ANTENNAS. NOTES' ALL AZIMUTHS ARE TO BE ESTABLISHED CLOCKWISE FROM THE TRUE NORTH HEADING. CONTRACTOR SHALL VERIFY NEW ANTENNA RAD CENTER AND ORIENTATIONS WITH SPRINT PCS PRIOR TO INSTALLATION OF ANTENNAS. PRIOR TO ATTACHING ANTENNAS AND MOUNTING SECTIONS, EXISTING TOWER AND TOWER FOUNDATION MUST BE ANALYZED BY A LICENSED STRUCTURAL ENGINEER TO VERIFY TOWER IS CAPABLE OF SUPPORTING THE NEW LOADS. REFER TO STRUCTURAL ANALYSIS BY OTHERS. CONTRACTOR SHALL REFER TO TOWER STRUCTURAL CALCULATIONS FOR ADDITIONAL LOADS. NO ERECTION OF MODIFICATION OF TOWER SHALL BE MADE WITHOUT APPROVAL OF STRUCTURAL ENGINEER. PROPOSED ANTENNA PLANT 3 2.5 GHz EQUIPMENT ONLY RRU / HYBRID CABLE SCHEDULE SECTOR RRH MODEL RRH FREQUENCY HYBRID CABLE LENGTH HYBRID CABLE DIAMETER JUMPER SIZE JUMPER LENGTH RET LENGTH RET CABLE MANUFACTURER RET CABLE MODEL NUMBER ALPHA 2.5GHz RRH (1)2.5GHz 290' 1" 1/2" 6' 9.8' COMMSCOPE iRET AISGv2.0 BETA 2.5GHz RRH (1)2.5GHz 130' 1" 1/2" 6' 9.8' COMMSCOPE iRET AISGv2.0 GAMMA N/A N/A N/A N/A N/A N/A N/A N/A N/A ANTENNA SCHEDULE SECTOR ANTENNA FREQUENCY ANTENNA MFR. ANTENNA MODEL ANTENNA QUANTITY AZIMUTH RAD CENTER ANT. SIZE ELECT TILT MECH TILT ALPHA 2.5 GHz KMW ET-X-WM-18-65-8P 1 (PER SECTOR) 190' 3T-0" 69.7" -1' 0' BETA 2.5 GHz KMW ET- X-WM-18-65-BP 1 (PER SECTOR)34D' T-0" 69.7" N/A -3' N/A 0' N/A GAMMA N/A N/A 1 . N/A nhifa eti xter, if-t0 N/A +QDE COMPLIANCE APPROVED AUG 2 6 2014 City of Tukwila BUILDIN ,!� ION ED CITY OF TUKWILA JULI3 0 2014 PERMIT CENTER NTENNA SCHEDULE' 4 Sprint) Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: R -71G-TS SE03XC404 TUKWILA, V-R 3516 KING 146TH WA COUNTY TO\ ST. 98168 ISSUED DATE: 07-28-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-17-14 CD PRELIM DHD B 02-19-14 CD FINAL DHD C 7-28-14 CD REVS DHD D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHITECT VI H. AN STATE OF WASHINGTON SHEET TITLE: ANTENNA PLANS SCHEDULES SHEET NUMBER: A 4 REVISION: DHD PROJ. N0. 2014-020 SPRINT PANEL ANTENNA RAD CENTER ±37'-0" T.O. PARAPET ±33'-0" MATCH NV TOP OF ANTENNA HEIGHT WITH CDMA'S (E) SPRINT GPS ANTENNA (E) SPRINT 1900MHz NV ANTENNA & RRU MOUNTED ON PIPE (P) SPRINT 2.5GHz RRH MOUNTED ON (E) 3Y2 0.D. PIPE. PROVIDE PIPE ADAPTER KIT TO SUIT IF NECESSARY - 1 PER SECTOR, TOTAL OF 3 1 (P) SPRINT 2.5GHz PANEL ANTENNA MOUNTD ON (E) 3Y2'0 0.D. PIPE - 1 PER SECTOR, TOTAL OF 3 rJ (±335' AMSL) WEST ELEVATION MMMM MMMM 22"x34" SCALE: 1/8" = 1'-0" 11"07" SCALE: 1/16" = 1'-0" 8' 6' 4' 2' 0" EXTERIOR ELEVATION 2 (P) SPRINT 2.5GHz RRH MOUNTED ON (E) 3Yz 0.D. PIPE. PROVIDE PIPE ADAPTER KIT TO SUIT IF NECESSARY - 1 PER SECTOR, TOTAL OF 3 Lir (E) SPRINT 1900MHz NV ANTENNA W/ RRU MOUNTED ON PIPE SPRINT PANEL ANTENNA RAD CENTE /±37'-0" T.O. PARAPET ±33'-0" (E) SPRINT GPS ANTENNA MATCH NV TOP OF ANTENNA HEIGHT WITH CDMA'S GRADE NORTH ELEVATION 0'-0" (±335' AMSL) 22"x34" SCALE: 1/8" = 1'-0" 11"x17" SCALE: 1/16" = 1'-0" 8' 6' 4' 2' 0" THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 262014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL:3 0 2014 PERMIT CENTER NOTE: MAX JUMPER LENGTH = 10' MATCH 2.5GHz ANTENNAS WITH CDMA'S & NV ANTENNA HEIGHTS EXTERIOR ELEVATION' 4 ---- S p r• i nt) Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: C -- SE03XC404 TUKWILA, C-RTO\ 3516 KING C-TC 146TH WA COUNTY ST. 98168 ISSUED DATE: 07-28-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-17-14 CD PRELIM DHD B 02-19-14 CD FINAL DHD C 7-28-14 CD REVS DHD D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHITECT VI H. AN STATE OF WASHINGTON SHEET TITLE: EXTERIOR ELEVATIONS SHEET NUMBER: ADHD REVISION: PRO,). NO. 2014-020 22"x34" 11"x17" SSCTTOO SCALE E Q U P M E N T DETAIL 2.SGHz RRU W/ FINGER GUARD MANUFACTURER: SAMSUNG MODEL: XXXXXXXXXX WEIGHT: 59.5 LBS (27kg) DIMENSIONS: 15.5" X 18.6" X 9.45" PORTS: 8RF OUTPUT - MINI DIN SPECIFICATIONS ARE SUBJECT TO CHANGE W/ OUT NOTICE 1'-3 1/2" RF CALIBRATION PORT N-TYPE 8 RF OUTPUT 001PORTS - MINI DIN 00000 II F BER MPO CONNECTOR 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 0 0 SPRINT 8T8R 2.5G RADAR FILTER DIMENSIONS: 12"x8"x3" WEIGHT: 22 LBS MAX INPUT POWER: 30W AVERAGE 300W PEAK INDOOR / OUTDOOR USE 8 CHANNEL BANDPASS FILTER 1 22"x34" SCALE: NOT TT(0) SSCALECALE E Q U P M E N T DETAIL 2 11"x17" SCALE: NOT 000 000� iiriii':riiiiiiii °000°O°00°0°0°0°O°°O°O°O°O°0 0 0 0 0o°o°o°o°o°0°O°0°0°0°O°O°O°O°O°0O0O0O0O0O0 000000 000000000000000000 00000000000000000 O 000000 00000000000 O 000000 00000000000 O 000000 000000 O00000O000 00000 0 0 000000000 • 9 1/2" 0 0 0 O 0 0000000�0 O O O O 0 000000000 000000000 000000000 O 0 a 0 0 °° °° 0 00 0 0?0? ?0?0 DC POWER CONNECTOR 2.5GHZ RRU MECHANICAL SPECIFICATIONS] 6 RADAR FILTER BRACKET PIPE MOUNT CLAMP AROUND EXISTING OR PROPOSED PIPE 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE PROPOSED SAMSUNG RRH MOUNTED BEHIND NEW ANTENNA PROPOSED SAMSUNG MOUNTING BRACKET & HARDWARE EXISTING OR PROPOSED 31�"0 PIPE MOUNT PROPOSED ANTENNA - SEE DETAIL FOR ADDITIONAL INFORMATION 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE ANTENNA MOUNT 13 p ROMMMMaM II ` inzzaxza_ IIIiioi llllll!1IH POI BOTTOM EXISTING OR PROPOSED 314"0 PIPE MOUNT PROPOSED SAMSUNG RRH MOUNTED BEHIND NEW ANTENNA 0,- REAR MANUFACTURER: KMW MODEL: ET- X-WM-18-65-8P WEIGHT: 41.7 LBS DIMENSIONS: 69.7" X 12" X 4.3" FREQUENCY: REFER TO RF DATA SHEET SPECIFICATIONS ARE SUBJECT TO CHANGE W/ OUT NOTICE TOP RF CONNECTOR v (TYP) BOTTOM ANTENNA INFORMATION PULLED FROM PRELIMINARY PRODUCT DATA SHEET (E) OR (P) PIPE MOUNT 1 FRONT SIDE 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE PROPOSED SAMSUNG RRH MOUNTED BEHIND NEW ANTENNA PROPOSED SAMSUNG MOUNTING BRACKET & HARDWARE EXISTING OR PROPOSED 3Y2"0 PIPE MOUNT ANTENNA DETAIL SIDE PROPOSED ANTENNA - SEE DETAIL FOR ADDITIONAL INFORMATION ANTENNA MOUNT PER MANUFACTURER 4 RRU POLE INSTALLATION DETAIL 18 ,REVIEWED FOR ;CODE COMPLIANCE APPROVED AUG 2 6 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL:3 0 2014 PERMIT CENTER 22"x34" SCALE: NOT TO SCALE 2.5g radar filter EQUPMENT DETAIL 110 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. NOT USED 12 S print) • Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT RIV=RTO\ INFORMATION: -=IG- SE03XC404 TUKWILA, 3516 KING 146TH WA COUNTY TS ST. 98168 ISSUED DATE: 07-28-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-17-14 CD PRELIM DHD B 02-19-14 CD FINAL DHD C 7-28-14 CD REVS DHD D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED • VI STATE OF ARCHITECT H. AN WASHINGTON SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: A REVISION: DHD PROJ. N0. 2014-020 TYPICAL HYBRID CABLE COLOR CODE SECTOR FIRST RING SECOND RING THIRD RING A GREEN NO TAPE NO TAPE B GREEN GREEN NO TAPE G GREEN GREEN GREEN FREQUENCY COLOR CODE FOR PAIRS AND FIBER CABLES OF HYBRID CABLE FREQUENCY COLOR CODE FIRST RING SECOND RING 2.5 GHz YELLOW RED TYPICAL JUMPER CABLE COLOR CODE FREOUENCY ANTENNA PORT RRU PORT COLOR CABLE 2.5 GHz PCS1 -45' ANT 0 BLUE PCS1 +45' ANT 1 WHITE PCS2 -45' ANT 2 GREEN PCS2 +45' ANT 3 BROWN RET RET RED SUPPLIER SAMSUNG MODEL NUMBER TYPE LENGTH RADIUS WEIGHT/LF (FT) INCHES (LBS) TYPE 1 30.-135' 1.35 1 #8 AWG TYPE 2 136.-225' 1.5 1.5 #6 AWG TYPE 3 226'-390' 1.75 BUT LESS THAN 2" 2.0 #4 AWG TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 TYPE 7 TOTAL LENGTH -114'-9.95" --180'-5.35" -213'-3.05" -262.-5.60" "328'-1" -420'-0" HYBRID POWER CABLE CONFIGURATION AWG 10 1 PAIR, AWG 12 3 PAIR AWG 8 1 PAIR, AWG 10 3 PAIR AWG 6 1 PAIR, AWG 8 1 PAIR, AWG 10 2 PAIR AWG 6 1 PAIR, AWG 8 3 PAIR AWG 4 1 PAIR, AWG 6 1 PAIR, AWG 8 2 PAIR AWG 4 1 PAIR, AWG 6 3 PAIR AWG 2 1 PAIR, AWG 4 3 PAIR CABLE DIAMETER 0.98" 1.06" 1.18" 1.18"/1,25" 1.25" 1.56" 1.69" BENDING RADIUS 11.81" 12.99" 15.35" 17.71" 17.71" 18.00"/30.00" 21.00'735.00" OPTIC CABLE LC/PC-to-LC/PC, SINGLE MODE DU CABINET (POWER CABLE TERMINAL MAX SIZE AWG 4) 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE RRU POWER CABLE SPEC AWG 8, 0.57"-0.60" AWG 10, 0.45"-0.48" 8 AWG CABLES 4 PAIRS NON USE POWER AND OPTIC CABLE PROTECTION 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE 2 PAIR POWER AND OPTIC CABLE AND WITH PE PIPE 2 PAIR POWER OPTIC CABLE WITH PE PIPE "22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE (4) PAIR COPPER TO RRU (6) FIBER CABLES HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) COLOR CODING] 1 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE HYBRID CABLE TYPES 4 1 3/4" TAPE 1 3/4" TAPE 1 3/4" TAPE 7/8" SPACE SECOND RING 7/8" SPACE THIRD RING FIRST RING BETWEEN (IF APPLICABLE PER BETWEEN (IF APPLICABLE PER HYBRID COLOR CODE RINGS 1 SECTOR) RINGS SECTOR) (4) PAIR COPPER TO CABINET (6) FIBER CABLES HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) 1 3/4" TAPE 1 3/4" TAPE 1 3/4" TAPE 7/8" SPACE SECOND RING 7/8" SPACE THIRD RING FIRST RING BETWEEN (IF APPLICABLE PER BETWEEN (IF APPLICABLE PER HYBRID COLOR CODE RINGS SECTOR) RINGS SECTOR) _ 1 HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) NOTE: 1. ALL CABLES SHALL BE MARKED AT THE TOP AND BOTTOM WITH 2" COLORED TAPE OR STENCIL TAG. COLOR TAPE SHALL BE OBTAINED FROM GRAYBAR ELECTRIC. 2. THE FIRST RING SHALL E CLOSEST TO THE END OF THE CABLE AND SPACED APPROXIMATELY 2" FROM AN END CONNECTOR, WEATHERPROOFING, OR BREAK-OUT CYLINDER, WITH 1" SPACE BETWEEN EACH RING. 3. THE HYBRID CABLE COLOR SHALL BE APPLIED IN ACCORDANCE WITH THE 'TYPICAL HYBRID CABLE COLOR CODE" TABLE ABOVE FOR THE RESPECTIVE SECTOR. 4. INDIVIDUAL POWER PAIRS AND FIBER CABLES SHALL BE LABELED WITH BOTH THE HYBRID CABLE COLOR FOR THE RESPECTIVE SECTOR AND A FREQUENCY COLOR CODE IN ACCORDANCE WITH THE "FREQUENCY COLOR CODE FOR PAIRS AND FIBER CABLES OF HYBRID CABLE" TABLE ABOVE. 5. A 2" GAP SHALL SEPARATE THE HYBRID CABLE COLOR CODE FROM THE FREQUENCY COLOR CODE. 6. THE 2" COLOR RINGS FOR THE FREQUENCY CODE SHALL BE PLACED NEXT TO EACH OTHER WITH NO SPACES. 7. THE 2" COLORED TAPE(S) SHALL EACH BE WRAPPED A MINIMUM OF 3 TIMES AROUND THE HYBRID CABLE OR INDIVIDUAL CABLES, AND THE TAPE SHALL BE KEPT IN THE SAME LOCATION AS MUCH AS POSSIBLE. 8. COLOR BAND ON JUMPERS SHALL BE 2" WIDE WITH A 2" SPACE. 1 3/4" SPACE BETWEEN HYBRID CABLE COLOR CODE AND FREQUENCY COLOR CODE 1 3/4" SPACE BETWEEN HYBRID CABLE COLOR CODE AND FREQUENCY COLOR CODE 1 3/4" TAPE FIRST RING FREOUENCY COLOR CODE NO SPACE BETWEEN CABLE 1 3/4" TAPE FIRST RING FREQUENCY COLOR CODE NO SPACE BETWEEN CABLE 1 3/4" TAPE SECOND RING FREQUENCY COLOR CODE FREQUENCY COLOR CODE (SEE TABLE FOR DETAILS) 1 3/4" TAPE SECOND RING FREQUENCY COLOR CODE FREQUENCY COLOR CODE (SEE TABLE FOR DETAILS) HYBRID CABLE CONNECTION AT CABINET 144 . ,REVIEWED FOR bE COMPLIANCE APPROVED AUG 262014 of Tukwila UILDING DIVISION 1 3/4" SPACE FROM END OF BREAK-OUT CYLINDER 1 3/4" TAPE RING FIRST RING HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) 1 3/4" SPACE FROM END OF BREAK-OUT CYLINDER 1 3/4" TAPE RING 1 3/4" TAPE RING 7/8" SPACE SECOND RING 7/8" SPACE THIRD RING BETWEEN (IF APPLICABLE PER BETWEEN (IF APPLICABLE PER RINGS SECTOR) RINGS SECTOR) HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) 1 3/4" TAPE RING FIRST RING HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) WRAP TAPE AROUND J HYBRID CABLE CABLE. THREE TIMES, TO CABINET MIN. (TYP) 1 3/4" TAPE RING 1 3/4" TAPE RING 7/8" SPACE SECOND RING 7/8" SPACE THIRD RING BETWEEN (IF APPLICABLE PER BETWEEN (IF APPLICABLE PER RINGS SECTOR) RINGS SECTOR) HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) WRAP TAPE AROUND CABLE. THREE TIMES, MIN. (TYP) 1 3/4" TAPE 1 3/4" TAPE 1 3/4" SPACE SECOND RING FIRST RING BETWEEN CABLE CODE FREQUENCY COLOR FREQUENCY COLOR AND FREQUENCY CODE CODE COLOR CODE HYBRID CABLE TO RRU 1 3/4" TAPE THIRD RING CABLE # 7/8" SPACE 2 FROM RRU 1 1 RRU & END OF JUMPER 7/8" SPACE 1 3/4" TAPE THIRD RING CABLE # 1 3/4" SPACE BETWEEN CABLE CODE AND FREQUENCY COLOR CODE 1 3/4" TAPE FIRST RING FREQUENCY COLOR CODE 1 3/4" TAPE SECOND RING FREQUENCY COLOR CODE JUMPER CABLE CONNECTION AT RRU AND ANTENNA ANTENNA & END OF JUMPER REC't WEB - CITY OF TUKWILA JUL:3 0 2014 PERMIT CENTER 22"x34" SCALE: NOT TO SCALE HYBRID CABLE COLOR DETAIL 12 S pri • nt Select Site Acquisition, LLC P.O. Boa 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT RIV=RTO\ INFORMATION: -=IC- SE03XC404 TUKWILA, 3516 KING 146TH WA COUNTY TS ST. 98168 ISSUED DATE: 07-28-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-17-14 CD PRELIM DHD B 02-19-14 CD FINAL DHD C 7-28-14 CD REVS DHD D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHITECT • VI H. AN STATE OF WASHINGTON SHEET TITLE: ANTENNA AND CABLE DETAILS SHEET NUMBER: -c REVISION: DHD PROD. NO. 2014-020 11"x17" SCALE: NOT TO SCALE THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. fl FCTRICAI NOTES R NT NATIONAL R E IN ACCORDANCE WITH CUR D N SHALL B E DONE CC WORK ELECTRICAL W 0 1. ALL T LAWS. AND A AND ST ATE E CODE ANDALL LOCAL A CODES ELECTRICAL ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS REQUIRED TO MEET NEC STANDARDS. 2. CONTRACTOR SHALL COORDINATE WITH LOCAL POWER COMPANY FOR REQUIREMENTS OF POWER SERVICE LINE TO THE METER BASE, WHEN REQUIRED. POWER SERVICE REOUIREMENT IS COMMERCIAL. AC NOMINAL 120/208 VOLT OR 120/240 VOLT, SINGLE PHASE WITH 200 AMP RATING. 3. CONTRACTOR SHALL COORDINATE WITH LOCAL TELEPHONE COMPANY FOR SERVICE LINE REQUIREMENTS TO TERMINATE AT THE PPC CABINET. 4. CONTRACTOR SHALL FURNISH AND INSTALL ELECTRIC METER BASE AND 200A DISCONNECT SWITCH PER SITE PLAN DETAIL DRAWINGS AND PER LOCAL UTILITY COMPANIES SPECIFICATION, WHEN REQUIRED. THE METER BASE SHOULD BE LOCATED IN A MANNER WHERE ACCESSIBLE BY THE LOCAL POWER COMPANY. 5. LOCAL POWER COMPANY SHALL PROVIDE 200 AMP ELECTRIC METER. CONTRACTOR SHALL COORDINATE INSTALLATION OF METER WITH LOCAL POWER COMPANY. 6. UNDERGROUND POWER AND TELCO SERVICE LINES SHALL BE ROUTED IN A COMMON TRENCH. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 AND CONDUIT EXPOSED ABOVE GROUND SHALL BE GALVANIZED RIGID STEEL TUBING UNLESS OTHERWISE INDICATED. 7. ALL TELCO CONDUIT LINES SHALL BE 4" SCH. 40 PVC CONDUIT UNLESS OTHERWISE INDICATED. THE TELCO CONDUIT FROM THE PPC SHALL BE ROUTED AND TERMINATED AT DESIGNATED TELCO DEMARCATION OR 2-FEET OUTSIDE FENCED AREA, NEAR UTILITY POLE (IN FENCED AREA), OR END CAP OFF AND PROVIDE MARKER STAKE PAINTED BRIGHT ORANGE WITH DESIGNATION FOR TELCO SERVICE. 8. CONDUITS INSTALLED AT PCS EQUIPMENT ENDS PRIOR TO THE EQUIPMENT INSTALLATION SHALL BE STUBBED AND CAPPED AT 6" ABOVE GRADE OR PLATFORM. IF SERVICE LINES CAN'T BE INSTALLED INITIALLY, PROVIDE NYLON PULL CORD IN CONDUITS. 9. THE SPRINT CABINET, INCLUDING 200 AMP LOAD PANEL AND TELCO PANEL, SHALL BE PROVIDED BY OWNER AND INSTALLED BY THE CONTRACTOR. CONTRACTOR IS TO INSTALL BREAKER(S) NOT PROVIDED BY MANUFACTURER. SEE PANEL SCHEDULE ON THIS SHEET FOR BREAKER REQUIREMENTS. 10. LOCATION OF ELECTRIC METER AND DISCONNECT SWITCH TO BE PROVIDED BY GENERAL CONTRACTOR. 11. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING BID. ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTORS FUNCTIONS. THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. 12. LOCATION OF EOUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO ROUGH -IN. 13. THE CONDUIT RUNS AS SHOWN ON THE PLANS ARE APPROXIMATE. EXACT LOCATION AND ROUTING SHALL BE PER EXISTING FIELD CONDITIONS. 14. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. ELECTRICAL NOTES (CON'T( 16. ALL CONDUITS SHALL BE MET WITH BENDS MADE IN ACCORDANCE WITH NEC TABLE N 346-10. NO RIGHT ANGLE DEVICE OTHER THAN STANDARD CONDUIT OR LARGER. FOR ALLCONDUITS 2" I INSIDE SWEEPS ELBOWS WITH 12" MINIMUM 17. ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH PLASTIC THROAT INSULATING GROUNDING BUSHINGS. 18. ALL WIRE SHALL BE "TYPE THWN, SOLID. ANNEALED COPPER UP TO SIZE 1/10 AWG (18 AND LARGER SHALL BE CONCENTRIC STRANDED) 75 DEGREE C, (167 DEGREES F), 98' CONDUCTIVITY. MINIMUM #12. 19. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES. J-BOXES, EQUIPMENT BOXES AND CABINETS WITH APPROVED PLASTIC TAGS, ACTION CRAFT, BRADY, OR APPROVED EQUAL 20. ALL NEW MATERIAL SHALL HAVE A U.L. LABEL. 21. CONDUIT ROUGH -IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION TO CONFLICTS. VERIFY WITH MECHANICAL CONTRACTOR AND COMPLY AS REQUIRED. 22. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN NOT HAND WRITTEN. 23. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES. PULLBOXES, AND ALL DISCONNECT SWITCHES, STARTERS, AND EQUIPMENT CABINETS. 24. THE CONTRACTOR SHALL PREPARE AS -BUILT DRAWINGS. DOCUMENT ANY AND ALL WIRING AND EOUIPMENT CONDITIONS AND CHANGES WHILE COMPLETING THIS CONTRACT. SUBMIT AT SUBSTANTIAL COMPLETION. 25. ALL DISCONNECT SWITCHES AND OTHER CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM (NO EXCEPTIONS.) PROVIDE SAMPLE FOR CONSTRUCTION MANAGER'S APPROVAL. 26. ALL ELECTRICAL DEVICES AND INSTALLATIONS OF THE DEVICES SHALL COMPLY WITH (ADA) AMERICANS WITH DISABILITIES ACT AS ADOPTED BY THE APPLICABLE STATE. 27. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS OR RISERS THROUGH BUILDING. D0 NOT PENETRATE STRUCTURAL MEMBERS WITHOUT CONSTRUCTION MANAGERS APPROVAL. SLEEVES ANO/OR PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE PACKED WITH FIRE RATED MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE. FILL FOR FLOOR PENETRATIONS SHALL PREVENT PASSAGE OF WATER, SMOKE, FIRE AND FUMES. ALL MATERIAL SHALL BE UL APPROVED FOR THIS PURPOSE. 28. ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT (NEW AND EXISTING) SHALL BE FIELD VERIFIED WITH THE OWNER'S REPRESENTATIVE AND EQUIPMENT SUPPLIER PRIOR TO ROUGH -IN Of CONDUIT AND WIRE. ALL EQUIPMENT SHALL BE PROPERLY CONNECTED ACCORDING TO THE NAMEPLATE DATA FURNISHED ON THE EQUIPMENT (THE DESIGN OF THESE PLANS ARE BASED UPON BEST AVAILABLE INFORMA110N AT THE TIME OF DESIGN AND SOME EQUIPMENT CHARACTERISTICS MAY VARY FROM DESIGN AS SHOWN ON THESE DRAWINGS). 29. LOCATION OF ALL OUTLET, BOXES, ETC., AND THE TYPE OF CONNECTION (PLUG OR DIRECT) SHALL BE CONFIRMED WITH THE OWNER'S REPRESENTATIVE PRIOR TO ROUGH -IN. SITE NUMBER: SE03XC404 MODEL NUMBER: 40274-554-001 VOLTAGE 240V PHASE: 3 MAIN BREAKER: 200 AMP BUS S RATING : 200 AMP MOUNT: SURFACE NEUTRAL BAR: TBD ENCLOSURE TYPE TBD N to GROUNDBOND: TBD PANEL STATUS: EXISTING INTERNAL TVSS: TBD CKT LOAD DESCRIPTION BREAKER AMPS INSUFFICIENT INFORMATION PROVIDED FOR AC DISTRIBUTION PANEL NOTES BREAKER P01 ES BREAKER STATUS WIRE: A/C: GROUND BAR: BREAKER STATUS BREAKER POLES BREAKER AMPS TBD TBD TBD LOAD DESCRIPTION GENERAL CONTRACTOR TO CHECK REQUIREMENTS WITH LOCAL POWER COMPANY AND JURISDICTION. ADDITIONAL SUB PANEL OFF THE PPC CABINET MIGHT BE REQUIRED TO FEED NEW NETWORK VISION EQUIPMENT. 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE NOT TO SCALE ELECTRICAL NOTES 1 1 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE CKT ELECTRICAL PANEL SCHEDULE 2 TO EXISTING UTILITY POWER SOURCE 200A n 0 0 EXISTING 200A METER/DISCONNECT SWITCH EXISTING v10E GROUND J CIRCUIT SCHEDULE NO FROM TO CONFIGURATION Q1 SOURCE METER CENTER EXISTING CDMETER/DSC TRANSFER SWITCH & LOAD CENTER EXISTING O TRANSFER SWITCH & LOAD CENTER GENERATOR RECEPTICLE EXISTING ® TRANSFER & LOAD CENTER SUB —PANEL MMBS CABINET EXISTING © TRANSFER & LOAD CENTER SUB -PANEL BBU CABINET EXISTING EXISTING LOADS (REFER TO PANEL SCHEDULE 200A 1 200A >I o rTh n ^ 100A EXISTING 200A GENERATOR RECEPTACLE TRANSFER SWITCH & LOAD CENTER x EXISTING LOADS (REFER TO PANEL SCHEDULE EXISTING MMBS CABINET EXISTING BBU CABINET 22"x34" SCALE NOT TO SCALE REVIEWED FOR CODE COMPLIANCE APPROVED AUG 26 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL; 3 0 2014 \--0 PERMIT CENTER ALL EXISTING SPRINT GROUND BASED EQUIPMENT TO REMAIN — NO ADDITION SPRINT EQUIPMENT INSTALLED AT THIS TIME SCHEMATIC ONE -LINE DIAGRAM 112 S p t•int) Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: RIV-RTO\ --IG-TS SE03XC404 TUKWILA, 3516 KING 146TH WA COUNTY ST. 98168 ISSUED DATE: 07-28-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-17-14 CD PRELIM DHD B 02-19-14 CD FINAL DHD C 7-28-14 CD REVS DHD D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHITECT • VI H. AN STATE OF WASHINGTON SHEET TITLE: ONE LINE DIAGRAMS SCHEDULES SHEET NUMBER: REVISION: C DHD PROJ. NO. 2014-020 11"x17" SCALE: NOT TO SCALE THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. ' MMBS EXISTING SPRINT MMBS EXISTING SPRINT _ r `[] CABINET CABINET SPRINT BBU \ 111 EXISTING SPRINT CABINET '� BBUEXISTING O 0 d d I• CABINET �m•MM EXISTING SPRINT EXISTING SPRINT _ HYBRIFLEX CABLES = I• �I HFLEX HF HYBRIFLEX CABLESHFLEX E _ \ HFLEX I EX -.-----------------------(P) •64 I• SPRINT HYBRID CABLE Ala (E) SPRINT POWER (E) SPRINT TELCO ROUTE (E) SPRINT POWER ROUTE ) / m - (E) SPRINT ELCO ROUTE FROM (E) GROUND BASED lar EQUIPMENT TO (P) 2.5GHz RRH'S ROUTE -� (3 O U -----------) • • • • (E) SPRINT AC MOUNTED ON NEW H-FRAME �(E) SPRINT AC MOUNTED ON NEW H-FRAME 1 2SCALE: NOT TO SCALE 1"x34" SCALE: NOT TO S ALE PROPOSED TEMP. ROUTING PLAN I 22' 34" SCALE: NOT TO SCALE " NOT TO SCALE EXISTING ROUTING PLAN 1 11x17° SCALE: REVIEWED FOR EXISTING SPRINT MMBS CODE COMPLIANCE APPROVED AUG 26 2014 \ (, CABINET EXISTING SPRINT BBU • O O - d CABINET I• EXISTING SPRINT CABLES City of Tukwila \ C H HFLEX HYBRIFLEX E BUILDING DIVISION ` 0 HFLEX I X '(P) • SPRINT HYBRID CABLE irlik SPRINT POWER ROUTE / - �` (E) SPRINT TELCO ROUTE FROM (E) GROUND BASED sir EQUIPMENT TO (P) 2.5GHz RRH'S RECEIVED CITY OF TUKWILA JULI.3 0 2014 U (_, C.) 0 (E) SPRINT AC MOUNTED ON NEW H-FRAME PERMIT CENTER 22"x34" SCALE: NOT TO SCALE PROPOSED ROUTING PLAN SCALE: NOT TO SCALE 3 1112"x17" SCALE: NOT TO SCALE N O T USED 4 11"x17" THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. Sprint) Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: CC SE03XC404 TUKWILA, _IC-TS 3516 KING -RTC\ 146TH WA COUNTY ST. 98168 ISSUED DATE: 07-28-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-17-14 CD PRELIM DHD B 02-19-14 CD FINAL DHD C 7-28-14 CD REVS DHD D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHITECT • VI H. AN STATE OF WASHINGTON SHEET TITLE: CONDUIT ROUTING SHEET NUMBER: 2C REVISION: DHD PROJ. N0. 2014-020 LEGEND ■ 0 CGB MGB EXOTHERMIC CONNECTION MECHANICAL CONNECTION COMPRESSION CONNECTION COLLECTOR GROUND BAR EXTERNAL GROUND BAR U (P) 2.5GHz RRH'S CONNECTED TO (E) ANTENNA GROUND BAR Egia 7 i (E) GROUND LEAD FROM MASTER GROUND BAR TO (E) BUILDING STEEL (P) 2.5GHz PANEL ANTENNA W/ RRH, 1 PER SECTOR, TOTAL OF 3 GROUNDING NOTES 1. EXOTHERMIC WELDS (2). 2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUNDING BAR. ROUTE CONDUCTORS TO BURIED GROUNDING RING AND PROVIDE PARALLEL EXOTHERMIC WELD. 2. EC SHALL USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH SECTION AND LABEL EACH SECTION ("P", "A", "N", "I") WITH 1" HIGH LETTERS. 3. ALL HARDWARE 18-8 STAINLESS STEEL, INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ANTI -OXIDANT COMPOUND BEFORE MATING. ALL HARDWARE SHALL BE STAINLESS STEEL 3/8 INCH DIAMETER OR LARGER. 4. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH AN ANTI -OXIDANT COMPOUND BEFORE MATING. 5. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUNDING BAR AND BOLTED ON THE BACK SIDE. INSTALL BLACK HEAT -SHRINKING TUBE, 600 VOLT INSULATION ON ALL GROUNDING TERMINATIONS. THE INTENT IS TO WEATHERPROOF THE COMPRESSION CONNECTION. 6. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA LOCATION, AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED. 7. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 8, WEATHERPROOFING SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 9. SUPPLIED AND INSTALLED BY CONTRACTOR. 10. WHEN THE SCOPE OF WORK REQUIRES THE ADDITION OF A GROUNDING BAR TO AN EXISTING TOWER, THE SUBCONTRACTOR SHALL OBTAIN APPROVAL FROM THE TOWER OWNER PRIOR TO MOUNTING THE GROUNDING BAR TO THE TOWER. 11. EXTEND TWO (2) 2 AWG TINNED CU CONDUCTOR FROM BURIED GROUNDING RING AND CONNECT TO THE NEW TOWER. FOLLOW MANUFACTURERS RECOMMENDATIONS FOR GROUNDING CONNECTIONS TO THE TOWER. (APPLICABLE TO NEW TOWERS ONLY.) 12. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA LOCATION, AND CONNECTION ORIENTATION. THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUNDING BARS AS REQUIRED. PROVIDING 50% SPARE CONNECTION POINTS. 13. EXPOSED GROUND WIRES TO BE NON METALLIC LIQUID TIGHT. 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 2. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT FROM TOWER OR POLE USING MFR'S PRACTICES. 3. ALL GROUND CONNECTIONS SHALL BE EXOTHERMIC. ALL WIRES SHALL BE COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. 4. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. GROUNDING AND OTHER OPERATIONAL TESTING WILL BE WITNESSED BY SPRINT WIRELESS, LLC. REPRESENTATIVE. 5. REFER TO DIVISION 16 GENERAL ELECTRIC: GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. 6. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING SYSTEM PER SPRINT STANDARD GROUNDING METHOD, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED SPRINT MOBILITY REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO DOCUMENT ALL EXOTHERMIC AND GROUND RING 7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. B. ALL EXISTING GROUND BARS, WIRES & CONNECTIONS SHALL BE FIELD VERIFIED. ANY DEFICIENT ITEMS SHALL BE REPLACED AS REQUIRED TO ACHIEVE ADEQUATE GROUNDING REQUIRED BY SPRINT. 22"x34" SCALE: 1/2" = 1-0" 11"x17" SCALE: 1/4" = 1'-0" 2' 0 2' ANTENNA GROUNDING PLAN 11 , EXISTING SPRINT MMBS CABINET EXISTING SPRINT BBU CABINET EXISTING SPRINT HYBRIFLEX CABLES (E) SPRINT AC MOUNTED ON NEW H-FRAME 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE O 0 GROUNDING NOTES' 2 REVIEWED FOR City of Tukwila CODE COMPLIANCE APPROVED AUG 2 6 2014 EXISTING SPRINTI BS 0 CABINET CARNET SPRINT _`HYBRIFEXBUILDING DIVISION X (E) SPRINT POWER ROUTE H (E) SPRINT TELCO ROUTE -I T I-1 I (E) SPRINT AC MOUNTED ON NEW H-FRAME (P) HYBRID CABLE INTERNAL GROUND WIRE TO BE TRIMMED TO FIT & ATTACHED TO GROUND BAR RECEIVED CITY OF TUKWILA 22"x34" SCALE: 1/4" = 1'-0" 11"x17" SCALE 1/8" - 1' 0" 4' 3' 2' 1' 0" 4 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. EQUIP. GROUNDING PLAN (INTERIM) 3 22"x34" SCALE: 1/4" = 1'-0" 11"x17" SCALE: 1/8" = 1'-0" 4' 3' 2' 1' 0" 4' JULI.3 0 2014 MIT CENTER EQUIP. GROUNDING PLAN (FINAL) 4 S pri • nt Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: RIV-RTO\ -- SE03XC404 TUKWILA, 3516 KING G-TS 146TH WA COUNTY ST. 98168 ISSUED DATE: 07-28-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-17-14 CD PRELIM DHD B 02-19-14 CD FINAL DHD C 7-28-14 CD REVS DHD D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHITECT VI H. AN STATE OF WASHINGTON SHEET TITLE: GROUNDING PLAN SHEET NUMBER: n / REVISION: C DHD PROD. NO. 2014-020 EXIST. CGB I ANTENNA SECTOR 11 1900 MHZ SPRINT ANTENNA ZI HYBRID CABLE INTERNAL GRD WIRE TO BE TRIMMED TO FIT AND ATTACHED TO GRD BAR NEW GPS ANTENNA (P) 2.5 GHz SPRINT ANTENNA #10 AWG r fI 10 AWG I EXIST. CGB ❑ L DC L FIBER (E) j2 AWG [ANTENNA SECTOR 21 1900 MHz SPRINT ANTENNA HYBRID CABLE INTERNAL GRD WIRE TO BE TRIMMED TO FIT AND ATTACHED TO GRD BAR EXISTING UPPER TOWER GROUND BAR _A1 �6 AWG WITH WEATHERPROOFING COAX t 2 AWG EXISTING FINAL GROUNDING EXISTING LOWER TOWER GROUND BAR 2 AWG EXISTING MMBS CABINET T U N _oo 00 a z 00 SU EMMBS GND BAR 2 AWG HYBRID CABLE INTERNAL GRD WIRE TO BE TRIMMED TO FIT AND ATTACHED TO GRD BAR EXISTING BBU CABINET 0 EXISTING #2 AG GROUNDS TO EXISTING GROUND RING EXISTING #2 AG GROUNDS TO EXISTING GROUND RING REVIEWED FOR CODE COMPLIANCE APPROVED AUG 26 2014 City of Tukwila BUILDING DIVISION LEGEND • EXOTHERMIC CONNECTION ❑ MECHANICAL CONNECTION o COMPRESSION CONNECTION CGB COLLECTOR GROUND BAR MGB EXTERNAL GROUND BAR GROUNDING NOTES 1. ALL GROUNDING CONNECTIONS SHALL BE MADE BY EXOTHERMIC WELDS. EXOTHERMIC WELDS SHALL INCLUDE ALL CABLE TO CABLE, SPLICES, ETC. ALL CABLE TO GROUND RODS, GROUND RODS SPLICES AND LIGHTING PROTECTIONS SYSTEM AS INDICATED. GROUND FOUNDATION ONLY AS INDICATED BY PM. ALL MATERIALS USED (MOLDS, WELDING, METAL, TOOLS, ETC.) SHALL BE EXOTHERMIC WELDED AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND PROCEDURES. GROUND CONDUCTOR SHALL HAVE A MINIMUM 24" BENDING RADIUS. 2. ALL EXOTHERMIC WELD CONNECTIONS ON GALVANIZED SURFACES SHALL BE CLEANED THOROUGHLY AND COLORED TO MATCH SURFACE WITH (2) TWO COATS OF GALVITE (WHITE) PAINT. OR SILVERBRITE (ALUMINUM). 3. ALL ELECTRICAL & MECHANICAL GROUND CONNECTIONS SHALL HAVE ANTIOXIDANT COMPOUND APPLIED TO CONNECTION. 4. GROUND TESTS SHALL BE PERFORMED AS REQUIRED BY SPRINT STANDARD PROCEDURES. GROUND GRID RESISTANCE SHALL NOT EXCEED 5-OHMS. 5, CONTRACTOR SHALL SUBMIT THE GROUND RESISTANCE TEXT REPORT AS FOLLOW: 1. ONE (1) COPY TO OWNER REPRESENTATIVE 2. ONE (1) COPY TO ENGINEER 3. ONE (1) COPY TO KEEP INSIDE EQUIPMENT INCLOSURE 6. ALL RADIO EQUIPMENT AND UTILITY CABINETS GROUNDS LEADS TO BE #2 AWG STRANDED GREEN JACKETED FROM BUSS TERMINAL. 7. FOR ADDITIONAL GROUNDING NOTES SEE N-1 OR N-2. 8. ALL ANTENNA MOUNT GROUNDS SHALL BE #2 AWG STRANDED GREEN JACKETED CABLE GROUNDS SHALL BE BLACK FROM MFR. 9. ALL GROUND WIRES FROM GROUND BARS TO GROUND SHALL BE #2 AWG SOLID BARE AS REQUIRED. 10. ALL ABOVE GROUND WIRES SHALL BE GREEN JACKETED. ALL GROUND WIRE'S PENETRATING INTO GROUND AND BELOW SHALL BE SOLID BARE. 22"x34" SCALE: NOT TO SCALE GROUNDING RISER DIAGRAM( 4 Sprint> Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: R --1G-TS SE03XC404 TUKWILA, V-RTO\ 3516 KING 146TH WA COUNTY ST. 98168 ISSUED DATE: 07-28-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-17-14 CD PRELIM DHD B 02-19-14 CD FINAL DHD C 7-28-14 CD REVS DHD D RECEIVED CITY OF TUKWILA JUL;.3 0 2014 PERMIT. CENTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473• REGISTERED ARCHITECT • VI H. AN STATE OF WASHINGTON SHEET TITLE: GROUNDING DETAILS SHEET NUMBER: C REVISION: DHD PROJ. NO. 2014-020 11"x17" SCALE: NOT TO SCALE THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. • • 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.) RRU 70 ANTENNAS CONNECTOR WEATHERPROOFING KIT (TYP.) SEE NOTE 2 1�T TOTAL OF 6 LINES PER SECTOR IF THE SITE HAS BOTH 800 & 1900 WEATHERPROOFING 7 KIT (TYP.) STANDARD GROUND KIT (TYP.)(SEE DET/30-5) ANTENNA CABLE TO SHELTER (TYP.) ANTENNA GROUND AWG BAR, SIMILAR 70 CONTRACTOR 70 K16-057. MOUNT VERIFY THAT THE GROUND BAR NEAR GROUND BAR IS TOP OF MONOPOLE, GROUNDED TO THE TOWER OR WAVEGUIDE TOWER OR RING LADDER. ANTENNA CABLE WEATHERPROOFING KIT (SEE NOTE 3) CABLE GROUND KIT #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) (SEE NOTE 1 & 2) 112" 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 SURECROUND TYPE KIT WITH TWO —HOLE LUG. 3, WEATHER PROOFING SHALL INCORPORATE PPC WEATHERPROOFING TAPE KIT, COLD SHRINK SHALL NOT BE USED. 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE TYPE SS TYPE HS NOT USED TYPE TA TYPE HA 1 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE COAX TO ANTENNA GROUND 12 TYPE GT TYPE VS TYPE GR TYPE GL LUG TYPE VB TYPE PG 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE CABLE GROUNDING 13 RRU GROUNDS STRANDED CU WIRE WITH GREEN, 600V, THHN/THWN INSULATION. SIZE AS SPECIFIED GROUND BAR ON ANTENNA TOWER 0 O O 00 O 0 O 0 EXTERNAL TOOTHEAD 3/8"0x1 1/ S/S NUT S/S LOCK WASHER S/S FLAT WASHER INSPECTION WINDOW REQUIRED FOR ALL INTERIOR TWO —HOLE CONNECTORS 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE #2 TINNED GROUND FROM ANTENNA/RRU MOUNTING PIPE 00 00o 0 0 0 O 0 0 0 O 0 0 0 O O 0 0 O 0 0 0 HYBRID CABLE GROUND LEAD 0 7 TWO —HOLE LUG, BOLTED TO GROUND BAR USING 3/8"-16 x 1 1/4"STAINLESS STEEL HEX HEAD BOLTS AND HARDWARE. 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE L8 HOUSING FOR ELECTRIC CONDUIT 2" LIQUID TIGHT CONDUIT FOR HYBRID CABLES #8436 2" LIQUID TIGHT _ COUPLING #88711 2" RGS A/C CONDUIT TYPICAL EXOTHERMIC WELD CONNECTIONS 16 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE EXISTING 4"x12"x1/4 TINNED GROUND BA' CONNECTIONS. BUTT CONDUCTOR INSULAAQN UP AGAINST THE CONNECTOR BARREL CLEAR HEAT SHRINK TINNED COPPER GROUNDING BAR S/S FLAT WASHER S/S BOLT (1 OF 2) "DO NOT DISCONNECT" TAG ON ALL GROUND BAR INTERCONNECTS AND EOUALIZERS 1" MIN DiscDO osecc 1/4" MIN CLEAR HEAT SHRINK TWO HOLE LUG I NUIr. 'PROVIDE NO—OX GREASE AT CONTACT SURFACE BETWEEN LUG AND GROUND BAR "CONTRACTOR WILL VERIFY BUSS BAR GROUNDING TO THE TOWER OR RING. REVIEWED FOR CODE COMPLIANCE &"K APPROVED AUG 2 6 2014 City of Tukwila BUILDING DIVISION SECTOR GROUND BAR CONNECTIONS 2" RGS DC — CONDUIT TO NEW MMBS CABINET EXISTING GROUND RING 2" LIQUID TIGHT COUPLING #88711 CONNECTIO TO GROUND BAR INSIDE CABINET MGB #2 TINNED BCW RING EXOTHERMIC WELD DIAGRAMMATIC LAYOUT ONLY. MAY VARY. 2" PORT W/ ADAPTOR L RGS A/C CONDUIT 2" LIQUID TIGHT #8435 #2 GREEN 22"x34" SCALE: NOT TO SCALE`ABINET GROUND SCHEMATIC 11"x17" SCALE: NOT TO SCALS" THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES 10 SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. 9 #6 AWG GREEN STRANDED CU GROUNDING CONDUCTOR FROM RRU UNIT TO #2 AWG GROUNDING CONDUCTOR THIN WALL C—TAP W/PINK DYE INDEX (SEE NOTES) #2 AWG STRANDED CU GROUNDING CONDUCTOR NOTE: CONTRACTOR TO SURROUND COMPLETED CONNECTION W/ WEATHER PROOFING TAPE TO ENSURE WEATHER PROOF CONNECTION. 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE C-TAP CONNECTIONJ1 0 STRANDED CU WIRE WITH GREEN, 600V, THHN/THWN INSULATION. SIZE AS SPECIFIED / GROUND BAR ON WALL, FLOOR OR ON ANTENNA TOWER 0 0 GROUND LEADS TO EACH SECTOR GROUND BAR COAX CABLE GROUND LEADS 000000000000000000000 O 0000000000000000000 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 NOTE: 'PROVIDE NO—OX GREASE AT CONTACT SURFACE BETWEEN LUG AND GROUND BAR • GROUND BARS AT BOTTOM OF TOWERS OR MONOPOLES SHALL USE EXOTHERMIC CONNECTION. 22"04" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE TWO —HOLE LUG, BOLTED TO GROUND. BAR USING 3/8"-16 x 1 1/4"STAINLESS STEEL HEX HEAD BOLTS AND HARDWARE. EXOTHERMIC WELD WITH #2 AWG SOLID TINNED BARE CU WIRE OR STRANDED CU WIRE WITH GREEN, 600V, THHN/THWN INSULATION TO ANTENNA STRUCTURE, BUILDING, RING GROUND OR MGB 0 • / EXISTING GROUND BAR O / & CONNECTIONS RECEIVED CI CITY OF TUKWILA JUL:.3 0 2014 PERMIT CENTER EQUPMENT DETAIL 12 TOWER MASTER GROUND BAR CONNECTIONSI12 S pri nt Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: RIV-RTO\ SE03XC404 TUKWILA, 3516 KING C - 146TH WA COUNTY T S ST. 98168 ISSUED DATE: 07-28-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-17-14 CD PRELIM DHD B 02-19-14 CD FINAL DHD C 7-28-14 CD REVS DHD D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHITECT VI H. N STATE OF WASHINGTON SHEET TITLE: GROUNDING DETAILS SHEET NUMBER: � REVISION: C DHD PROD. N0. 2014-020 FILE COPY Justin Abbott Select Site Acquisition (206) 790-4655 justin.abbott@slectsiteacq.com SITE DESIGNATION: Site ID: Site Name: ANALYSIS CRITERIA: Codes: SITE DATA: Mr. Justin Abbott, Glaus, Pyle, Schomer, Bums & DeHaven, Inc., dba Glaus, Pyle, Schomer, Burns & DeHaven, PC Chris Scheks 520 South Main Street, Suite 2531 Akron, OH 44311 (206) 204-7399 cscheks@gpdgroup.com GPD# 2014731.07 July 25, 2014 STRUCTURAL ANALYSIS REPORT SE03XC404 RIVERTON HEIGHTS 2012 IBC & ASCE 7-10 110-mph (3-second gust) with 0" ice 40-mph (3-second gust) with 0.25" ice 3516 146`h Street, Tukwila, WA 98168, King Latitude 47° 28' 24.0" N, Longitude 122° 17' 14.4" W 33' Building Rooftop REVIEWED FOR ODE COMPLIANCE APPROVED AUG 26 2014 City of Tukwila ,BUILDING DIVISION GPD is pleased to submit this Structural Analysis Report to determine the structural integrity of the aforementioned structure. The purpose of the analysis is to determine the suitability of the antenna mounts and supporting building structure with the existing and proposed loading configuration detailed in the analysis report. Analysis Results HSS Mount with Proposed Equipment: Unistrut Mount with Proposed Equipment: 31.3% 91.0% Pass Pass We at GPD appreciate the opportunity of providing our continuing professional services to you and Select Site Acquisition. If you have any questions or need further assistance on this or any other projects please do not hesitate to call. EXP 01/16/15 Respectfully submitted, John N. Kabak, S.E. Washington #: 50892 7/25/2014 520 South Street' Suite 2531 . Akron,io 44311 . 330-572-2Tb0 fax 330-572-2101 . www.GPDGroup.com Claus Pyle Schomer Burns and DeHaven, Inc., dba Glaus, Pyle, Schomer, Burns & DeHaven, P.C. RECEIVED CITY OF TUKWILA JUL, 3 0 2014 PERMIT CENTER 33 Ft. Building Rooftop -Structural Evaluation SUMMARY & RESULTS SE03XC404 Riverton Heights The purpose of this analysis was to verify whether the existing structure is capable of carrying the proposed loading configuration as specified by Sprint to Select Site Acquisition. This report was commissioned by Mr. Justin Abbott of Select Site Acquisition. The weights being adding are minimal in comparison to the load -carrying capacity of the rooftop and building. Therefore the parapet walls and building structural members will be adequate for the proposed configuration. TOWER SUMMARY AND RESULTS Member Capacity Results HSS Mount - 31.3% Pass Unistrut Mount 91.0% Pass Parapet and Building I Adequate I Pass ANALYSIS METHOD RISA-3D (Version 12.0.0), a commercially available software program, was used to create a three-dimensional model of the mounts and calculate primary member stresses for various dead, live, and wind loads on the antennas and attachments. Selected output from the analyses is included in Appendices C & D. The following table details the information provided to complete this structural analysis. This analysis is solely based on this information and is being completed without the benefit of a detailed site visit. DOCUMENTS PROVIDED Document Remarks Source Construction Drawings Select Site Rev. B Final, dated 2/19/14 Select Site Structure Design Not Provided N/A Foundation Design Not Provided N/A Geotechnical Report Not Provided N/A Structural & Antenna Mapping GPD Group #: 2014731.07, dated 5/13/14 GPD Previous Structural Analysis DCI Site #: SE03XC404, dated 9/25/12 Select Site 7/25/2014 Page 2 of 4 33 Ft. Building Rooftop -Structural Evaluation SE03XC404 Riverton Heights ASSUMPTIONS This structural analysis is based on the theoretical capacity of the members and is not a condition assessment of the structural components. This analysis is from information supplied, and therefore, its results are based on and are as accurate as that supplied data. GPD has made no independent determination, nor is it required to, of its accuracy. The following assumptions were made for this structural analysis. 1. The member sizes and shapes are considered accurate as supplied. The material grade is as per data supplied and/or as assumed and as stated in the materials section. 2. The antenna configuration is as supplied and/or as modeled in the analysis. It is assumed to be complete and accurate. All antennas, mounts, coax and waveguides are assumed to be properly installed and supported as per manufacturer requirements. 3. Some assumptions are made regarding antennas and mount sizes and their projected areas based on best interpretation of data supplied and of best knowledge of antenna type and industry practice. 4. All mounts, if applicable, are considered adequate to support the loading. No actual analysis of the mount(s) is performed. This analysis is limited to analyzing the tower only. 5. Foundations are properly designed and constructed to resist the original design loads indicated in the documents provided. 6. The tower and structures have been properly maintained in accordance with IBC Standards and/or with manufacturer's specifications. 7. All welds and connections are assumed to develop at least the member capacity unless determined otherwise and explicitly stated in this report. 8. Loading interpreted from photos is accurate to ±5' AGL, antenna size accurate to ±3.3 sf, and coax equal to the number of existing antennas without reserve. 9. All existing loading has been obtained from the tower mapping by GPD Group #: 2014731.07, dated 5/13/14, and is assumed to be accurate. If any of these assumptions are not valid or have been made in error, this analysis may be affected, and GPD should be allowed to review any new information to determine its effect on the structural integrity of the tower. 7/25/2014 Page 3 of 4 ti 33 Ft. Building Rooftop -Structural Evaluation SE03XC404 Riverton Heights DISCLAIMER OF WARRANTIES GPD performed a site visit in May 2014 to verify the member sizes and antenna/coax loading at that time. If the existing conditions are not as represented on the tower elevation contained in this report, we should be contacted immediately to evaluate the significance of the discrepancy. This is not a condition assessment of the tower or foundation. This report does not replace a full tower inspection. The tower and foundations are assumed to have been properly fabricated, erected, maintained, in good condition, twist free, and plumb. The engineering services rendered by GPD in connection with this Structural Analysis are limited to a computer analysis of the tower structure and theoretical capacity of its main structural members. All tower components have been assumed to only resist dead loads when no other loads are applied. No allowance was made for any damaged, bent, missing, loose, or rusted members (above and below ground). No allowance was made for loose bolts or cracked welds. GPD does not analyze the fabrication of the structure (including welding). It is not possible to have all the very detailed information needed to perform a thorough analysis of every structural sub -component and connection of an existing tower. GPD provides a limited scope of service in that we cannot verify the adequacy of every weld, plate connection detail, etc. The purpose of this report is to assess the feasibility of adding appurtenances usually accompanied by transmission lines to the structure. It is the owner's responsibility to determine the amount of ice accumulation in excess of the code specified amount, if any, that should be considered in the structural analysis. The attached sketches are a schematic representation of the analyzed tower. If any material is fabricated from these sketches, the contractor shall be responsible for field verifying the existing conditions, proper fit, and clearance in the field. Any mentions of structural modifications are reasonable estimates and should not be used as a precise construction document. Precise modification drawings are obtainable from GPD, but are beyond the scope of this report. Towers are designed to carry gravity, wind, and ice loads. All members, legs, diagonals, struts, and redundant members provide structural stability to the tower with little redundancy. Absence or removal of a member can trigger catastrophic failure unless a substitute is provided before any removal. Legs carry axial loads and derive their strength from shorter unbraced lengths by the presence of redundant members and their connection to the diagonals with bolts or welds. If the bolts or welds are removed without providing any substitute to the frame, the leg is subjected to a higher unbraced length that immediately reduces its load carrying capacity. If a diagonal is also removed in addition to the connection, the unbraced length of the leg is greatly increased, jeopardizing its load carrying capacity. Failure of one leg can result in a tower collapse because there is no redundancy. Redundant members and diagonals are critical to the stability of the tower. Miscellaneous items such as antenna mounts, etc., have not been designed or detailed as a part of our work. We recommend that material of adequate size and strength be purchased from a reputable tower manufacturer. GPD makes no warranties, expressed and/or implied, in connection with this report and disclaims any liability arising from material, fabrication, and erection of this tower. GPD will not be responsible whatsoever for, or on account of, consequential or incidental damages sustained by any person, firm, or organization as a result of any data or conclusions contained in this report. The maximum liability of GPD pursuant to this report will be limited to the total fee received for preparation of this report. 7/25/2014 Page 4 of 4 33 Ft. Building Rooftop -Structural Evaluation SE03XC404 Riverton Heights APPENDIX A Analysis Summary Form 7/25/2014 Tower Analysis Summary Form General Into She Name BlvenonHelghis Site Number SE03XC404 Proposed Cartier Sprint Date of Analysis Company Pedorming Analysis 7/252014 GPD Tower Info Description Date Design Parameters Tower Type (G. SST. MP) Building Rooftop Tower Height (top of steel AGL) Tower Manufacturer 33' Unknown Tower MadSl N/A Tower Design NIA Foundation Design Geotedi Report Construction Drawings NIA NIA Select She Rev B Final 2/19,2014 Previous Structural Analysis Tower Mapping Yield Strength (X41) Water Tank DCI Site 8: SE03XC404 GPD Grou a:2014731.07 36 Pipe Single Angles 35 36 9/25/2012 5/13/2014 Note: Steel yield strengths are assumed based on previous experience wilh Similar structures. Existing / Reserved Loadln The Information contained In this summary report Is not to be used Independently from the PE stamped tower analysts. Design Code Used 2012 IBC, ASCE 7-10 Location of Tower (County, State) King, WA Bask Wind Speed (mph) 110 mph 3-Second Gust Ice Thickness (in) 1/4" Structure Cla55iliatbn (1, II, III) II Exposure Category (B, C, D) C Topographic Category (1 to 5) 1 Analysis Results %Maximum Usage Exlst/ng/Reserved s Future • Proposed Condition HSS Mount (%) UnistM Mount (%) Parapet (Yr) Building Adequate? 31.3% 91.0% Adequate Yes Anenna - Mount TransmissionLine Antenna Owner Mount Heigh (It) Antenna CL (It) Quantity Type Manufacturer Model Azimuth Quantity Manufacturer Type Quantity Model Size Attachment Internal/External Sector Alpha Sprint 33 37 1 Panel RFS APXVRR13 340 1 Unknown HSS Cross Bar attached to Parapet 1 Unknown 7/8" Root Sleepers Sprint 33 37 1 RRH Samsung RRH-P4 Sprint 33 42 1 GPS Unknown GPS Antenna 1 Unknown 1/2" Root Sleepers Sector Beta Sprint 33 37 1 Panel RFS APXVRRI3 190 1 Unknown Dnlatml Frame attached to Parapet1 Unknown 7/8" Roof Sleepers Sprint 33 42 1 RRH Samsung RRH-P4 Nola: The existing loafing shall remain in add ion to the proposed loading. Proposed Loadln Ameans Mount ... Tra S lssion Line .> Antenna Owner Mount t(ft) Antenna CL(h) Quantity Type Manufacturer Model ' Azimuth Quantity Manufacturer Type Quantity Model Size Attachment Internal/External Sector Alpha Sprint 33 37 1 Panel KMW ET-X-WM-14-65-13P 340 on the existing mount 1 Unknown Hybrid Cable Roof Sleepers Sprint 33 37 1 RRU Samsung 2.SGH. RRU on the existing mount Sector Bela Sprint 33 37 1 Panel KMW ET-X-WM-18-65-8P 190 on the existing mount 1 Unknown Hybrid Cable Roof Sleepers Sprint 33 37 1 RRU Samsung 2.5GHx RRU on the existing mount Future Loadln Antenna — Mount Transmission Line - Antenna Mount Height QI) Antenna CL (ft) Quantity Type Manufacturer Model Azimuth Quanthy Manufacturer Type Quantity Qtity Model Size Attachment Internal/Extemal 33 Ft. Building Rooftop -Structural Evaluation SE03XC404 Riverton Heights APPENDIX B Wind Loading Calculations 7/25/2014 AO& GPD GROU Job 24 14 ?3 0?- Sheet No of Calculated by 530 IL Date 7/2r/iii Checked by Date i 1 1 ' I A- tvpi41.1,* i , 1L1e &Jjt o 1-1 tL44J li resore i , 1 41-1 IICS*3 . ,.. 1 --I —1 t6 7 ci 1 I i 1 ... Pi-- ) I I . I 6 11 1 I I ! i 1 I r t-iy Pv-sur it -1---, 1 i —{ 1 ill ea__(012011 - F r- 1 I .. a" s 1 — 1 1 - tea— tili1 --I. r -1 , I 1 I 1 ` el i1 ..3fix-ifi 2_ "' , sir4- -7 ' . i th Li -EP X4 tat - ($44$4e --.-.-, 6 4, i, 4i4j i i 1 i 1 2.5- a : ----) Fr. 6 It14 1 1 i 1 , 1 i5leteti_ i 1 3 5")01) KetAt Pi?c --".t) 61!) it k 31.62ELL.i ,s " 1 i ti. 1 i 1 1 I I 'APPAIL GPD GROUP. Glees, Pyle, Schemer, Peres& Delayere lob 20 I LI 7(11. 0 Sheet No. of Catculated by Date Checked by Date T il I 1 I 1 i I I 1 I I I 4- 115.5 kourt , C" x 14'91* 9. k9 4- A4eti • 1 ii 1 I 1 i 1 1 1 ____I___t____t = I t 1 A A -kin nel_itylk ' A..t.ge•fs.s.,' i ..-- S. 6- III i 1 1 , A 1 - C46.3 Sv pnrc 1- . 23.2, - . . 116 i lir! L ,;(., 1 1 1 _ HS 1 46:44.4- 1 1 i 1 I 1-1 1 0 143, iii , • . 1 r 1 —I-1-1 1_1 1 1 1 .1— 1 i --I- 1 ----1- 4 1 i -t __ 1 1 1 1 ti 1 1 1 1 t 1 ----i 1 1 1 --4- i 1 1 —1 . 1 1-- j 'T . . . . 33 Ft. Building Rooftop -Structural Evaluation SE03XC404 Riverton Heights APPENDIX C Sector Alpha HSS Mount Analysis 7/25/2014 Z N7 Loads: BLC 2, Wind 0 Envelope Only Solution GPD Group SDK 2014731.07 SE03XC404 Riverton Heights SK-3 July 25, 2014 at 6:33 PM untitled.r3d • TECHNOLOGIES Company : GPD Group Designer : SDK Job Number : 2014731.07 Model Name : SE03XC404 Riverton Heights July 25, 2014 Checked By: JS Hot Rolled Steel Section Sets Label ShaDe Tvae Design List Material Design Rules A fi J fin4l 1 HSS Bar HSS6x3x3 Beam Tube A36 Gr.36 Typical 2.93 4.55 13.4 11.1 2 Mount Pipe P3STD Beam Pipe A53-B Gr. 35 Typical 2.228 3.017 3.017 6.034 Member Point Loads (BLC 1 : Weicrht) 1 Member Label M2 Direction Y Magnitude[Ib.k-ftj -102 Location[ft%] 6.583 2 M3 -102 6.583 Member Point Loads (BLC 2 : Wind 0) 1 Member Label M2 Direction Z Magnitude[Ib.k-ft] 263 Location[ft%J 6.583 2 M3 263 6.583 Member Point Loads (BLC 3 : Wind 45) Member Label Direction Maanitudeflb.k- 1 M2 X 186 6.583 2 M2 Z 186 6.583 3 M3 X 186 6.583 4 M3 Z 186 6.583 Member Point Loads (BLC 4 : Wind 90) 1 Member Label Direction M2 X Magnitude[Ib.k-ft] 263 Location[ft%] 6.583 2 M3 263 6.583 Load Combinations 1 -___ .�.._.. Wind 0 _ Yes _... _..... ___ 1 __._. 1.2 __� 2 ...._..-. 1.6 __.� . .-...... ���.. .-...... .-�... ......... ..._... ........ _.. ........ .ram........... 2 Wind 45 Yes 1 1.2 3 1.6 3 Wind 90 Yes 1 1.2 4 1.6 Envelope Joint Reactions Joint X flb LC Y fl L Z fI 1 N1 max 0 1 291.535 1 0 3 0 3 0 1 .747 3 2 min -420.8 3 33.688 3 -420.8 1 -1.929 1 0 1 .699 1 3 N4 max 0 1 549.381 3 0 3 0 3 0 1 -.65 3 4 min -420.8 3 291.535 1 -420.8 1 -1.929 1 0 1 _ -.699 1 5 Totals: max 0 1 583.07 1 0 3 6 min -841.6 _3 583.07 2 -841.6 1 Envelope AISC 14th(360-10): LRFD Steel Code Checks Member Shaoe Code C.. Locfftl LC Shear ... Locfftl Dir LC Dhi*Pnc flblohi*Pnt flbl ohi*Mn v-.. ohi"Mn z- 1 M1 HSS6x3x3 .194 11.697 1 .233 11.697 z 1 33564.264 94932 9.315 15.093 2... H3-6 2 M2 P3STD .313 2.063 2 .020 2.063 2 45167.056 70196.805 6.124 6.124 1... H 1-1 b 3 M3 P3STD .313 2.063 2 .020 2.063 2 45167.056 70196.805 6.124 6.124 1... H 1-1 b RISA-3D Version 12.0.0 [C:\RISA\untitled.r3d] Page 1 • 33 Ft. Building Rooftop - Structural Evaluation SE03XC404 Riverton Heights APPENDIX D Sector Beta Unistrut Mount Analysis 7/25/2014 Y z r i I 1 - ISS1.25x1-25x1 HS1S1.25'x1.25,60 Loads: BLC 2, Wind 0 Envelope Only Solution i r � 1 7 263Ib 1 .1- 1 i I ! � i I l ; r' / I i GPD Group SDK 2014731.07 SE03XC404 Riverton Heights Beta Mount Layout SK-2 July 25, 2014 at 7:22 PM untitled.r3d 111RISCompany /"� : GPD Group Designer SDK Job Number : 2014731.07 TECHNOLOGIES Model Name : SE03XC404 Riverton Heights July 25, 2014 Checked By: JS Hot Rolled Steel Section Sets Label Shaoe Tvoe Design List Material Design Rules A in 1 Mount Pipe P3STD Beam Pipe A53-B Gr. 35 Typical 2.228 3.017 3.017 6.034 2 Unistrut HSS1.25x1... Beam Tube A36 Gr.36 Typical .563 .12 .12 .178 Member Point Loads (BLC 1 : Weight) 1 Member Label M6 Direction Magnitude[Ib,k-ft] -102 Location[ft %] 6.875 M7 Member Point Loads (BLC 2 : Wind 0) -102 _ 8 1 Member Label M6 Direction Z Magnitude[Ib,k-ft] 263 Location[ft,%] 6.875 2 M7 263 8 Member Point Loads (BLC 3 : Wind 45) Member Label Direction Maanitudeflb.k- ° 1 M6 X 186 6.875 2 M6 Z 186 6.875 3 M7 X 186 8 4 M7 Z 186 8 Member Point Loads (BLC 4 : Wind 90) 1 Member Label M6 Direction X Magnitude[Ib,k-ft] 263 Location[ft %] 6.875 2 M7 263 8 Load Combinations 1 Description Wind 0 Sol.. PD... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor Yes 1 1.2 2 1.6 2 Wind 45 Yes 1 1.2 3 1.6 3 Wind 90 Yes 1 1.2 4 1.6 Envelope Joint Reactions Joint X flb LC Y flb LC Z flb LC MX fk-ftl LC MY fk-ftl LC MZ fk- 1 N2 max 748.21 3 22.669 3 759.301 1 0 1 0 1 0 1 2 min -.29 1 17.417 1 -.03 3 0 1 0 1 0 1 3 N8 max .29 1 200.664 1 .183 3 0 1 0 1 0 1 4 min -1169.01 3 193.208 3-1189.456 1 0 1 0 1 0 1 5 N3 max 1180.442 3 15.226 3 11.692 1 0 1 0 1 0 1 6 min -472.214 1 8.74 1 -3.649 3 0 1 0 1 0 1 7 N9 max 1250.108 1 25.107 1 61.223 1 0 1 0 1 0 1 8 min -1306.986 3 12.955 3 1.032 3 0 1 0 1 0 1 9 N18 max 534.458 1 -9.606 3 536.222 1 0 1 0 1 0 1 10 min 45.119 3-179.901 1 42.75 3 0 1 0 1 0 1 11 N19 max -9.204 3 -2.014 3 -10.316 3 0 1 0 0 1_ 12 min -1205.033 1 -206.438 1-1155.939 1_ 0 1 0 _1_ 1 0 1 13 N14 max -107.319 1 634.823 1 135.357 1 0 1 0 1 0 1 14 min -330.171 3 267.975 3 -29.969 3 0 1 0 1 0 1 15 Totals: max 0 1 500.412 1 0 3 16 min -841.6 3 500.412 _3 -841.6 1 RISA-3D Version 12.0.0 [C:\RISA\untitled.r3d] Page 1 OBEIRES � Company : Group Designer SDK SDK Job Number : 2014731.07 TECHNOLOGIES Model Name : SE03XC404 Riverton Heights July 25, 2014 Checked By: JS Envelope AISC 14th(360-10): LRFD Steel Code Checks Member Shape Code C.. Locfftl LC Shear ... Locfftl Dir LC phi*Pnc flblohi"Pnt flb l ohi'Mn v-.. ohi*Mn z-.. Cb Ean 1 M1 HSS1.25x1.2... .886 9.167 2 .129 8.646 z 1 1884.441 18225 .643 .643 3... H1-la 2 M2 HSS1.25x1.2... .910 8.542 1 .327 9.167 z 1 1884.441 18225 .643 .643 3... H1-la 3 M3 HSS1.25x1.2... .106 3.976 2 .008 0 z 1 10397.594 18225 .643 .643 2... H1-lb 4 M4 HSS1.25x1.2... .046 1.536 1 .001 3.881 y 3 10676.817 18225 .643 .643 1... H 1-1 b 5 M5 HSS1.25x1.2.. .298 0 1 .008 0 z 1 10918.413 18225 .643 .643 1... H1-1b 6 M6 P3STD .305 2.474 2 .037 0 1 42949.04 70196.805 6.124 6.124 1... H1-1b 7 M7 P3STD .302 3.644 2 .091 1.104 1 38078.714 70196.805 6.124 6.124 1... H 1-1 b RISA-3D Version 12.0.0 [C:\RISA\untitled.r3d1 Page 2 PERMIT COORD CO Y PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0245 PROJECT NAME: SPRINT SITE ADDRESS: 3516 S 146 ST DATE: 07/30/14 X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Iilvtsion II 1)\1\ N/� Public WorKs egg NIA b(?rt9 Fire Prevention Structural cpL 9'1-1/ Planning Division 11 Permit Coordinator 1 PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 07/31/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/28/14 Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 WESTOWER COMMUNICATION" INC Page 1 of 3 i Washington State Department of Labor & Industries WESTOWER COMMUNICATIONS INC Owner or tradesperson JARVIS, MIKE ARTHUR Principals JARVIS, MIKE ARTHUR, PRESIDENT BARKER, J JOHN EDWARD, VICE PRESIDENT CARR, MICHAEL DOUGLAS, TREASURER PAYNE, CALVIN JAY, DIRECTOR MARTINICH, MATTHEW, VICE PRESIDENT (End: 01/26/2011) Doing business as WESTOWER COMMUNICATIONS INC WA UBI No. 601 979 870 16259 SE 120TH AVE., STE 201 CLACKAMAS, OR97015 503-210-1000 Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. WESTOCI975J8 Effective — expiration 04/28/2003-12/14/2014 Bond HARTFORD FIRE INSURANCE Bond account no. 52BSBAD6506 $12,000.00 Received by L&I Effective date 04/28/2003 04/02/2003 Expiration date Until Canceled Insurance Hartford Fire Ins Co $1,000,000.00 Policy no. 20ECS000527 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601979870&LIC=WESTOCI975J8&SAW= 08/27/2014