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16-102312
CITY OF L Federal Way June 16, 2016 Travis Griffith Odelia Pacific 5506 6"' Avenue South, Suite 202 Seattle, WA 98108 RE: Permit #16-102312-00-AD; VERIZON - Sea Kitts CornerBPA Trail 650 SW Campus Drive, Federal Way Dear: Mr. Griffith CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www. cityoffederalway.. com Jim Ferrell, Mayor The City of Federal Way's Department of Community Development has completed an administrative review of the proposed modifications to the existing Personal Wireless Service Facility (PWSF) located near the address above. Modifications include the repositioning of the existing antenna array to be placed at a different height and the replacement of the existing fence with a new chain link fence at the BPA Tower near SW Campus Drive (parcel number 1921049003). Your Administrative Decision proposal is hereby approved based on the following statements of fact: 1. Zoning & Land Use: The zoning designation for the subject property is Single Family Residential (RS 35.0). PWSFs are permitted in the RS zone pursuant to the zoning chart found in FWRC 19.200.190. 2. Review Process: According to submitted materials, the applicant proposes to modify an existing wireless facility by changing the elevation of the existing antenna array. The proposed wireless facility modifications do not represent a substantial change pursuant to chapter 6409(a) of the Middle Class Tax Relief and Job Creation Act of 2012. As an existing wireless facility the proposed wireless tower modifications are not subject to Federal Way city code provisions. 3. State Environmental Policy Act (SEPA): The proposed improvements are exempt from State Environmental Policy Act review as the scope of work meets categorical exemption of WAC 197- 11-800(25)(a)(i): the collocation of new equipment; removal of equipment; or replacement of existing equipment on existing or replacement structures that does not substantially change the physical dimensions of such structures. 4. Process I Thresholds: The proposed improvements meet Process I purpose criteria set forth in FWRC 19.55.020 and 19.15.030; including compliance with applicable provisions of FWRC Title 19, "Zoning and Development Code," and health, safety, and welfare standards. CLOSING This Process I decision shall not waive compliance with future City of Federal Way codes, policies, and standards relating to this site. This administrative decision approval does not constitute approval of a building or electrical permit. Mr. Griffith June 16, 2016 Page 2 The effective date of this decision is June 19, 2016, three days from the date of this letter, per FWRC 19.05.360. Pursuant to FWRC 19.60.080, the applicant, any person who submitted written comments or information, any person who has specifically requested a copy of the decision, or the City may appeal the decision to the Federal Way Hearing Examiner by July 1, 2016. Any appeal must be in the form of a letter delivered to the Department of Community Development with the established fee. The appeal letter must contain a clear reference to the matter being appealed and a statement of the alleged errors in the Director's decision. No work on the proposal can commence until the end of the appeal period. In that you are the only party of record, your appeal period is waived (assuming you do not wish to appeal this decision). Waiver of the right to appeal does not affect the effective date of this decision. This Process I approval is valid for one year from the effective date of this decision per FWRC 19.15.100. If no further action is taken within one year, this decision will expire. A one-year extension of time may be granted only if a written request is submitted to the Community Development Department at least 30 days prior to the expiration of the decision per FWRC 19.15.110. If you have any questions regarding this decision, please contact Planning Intern David Lee at 253-835- 2622, or david.lee@cityoffederalway.com. Sincerely, Isaac Conlen Community Development Planning Manager David Lee, Community Development Intern I6-102312 Doc. I.D. 73550 REQUEST FOR ADMINISTRATIVE DECISION CITY OF f DEPARTMENT OF COMMUNITY DEVELOPMENT 33325 8`h Avenue South Federal Way Federal Way, WA 98003-6325 253-835-2607;Fax 253-835-2609 `[j y— r 0z ,-:!5 [ z `r b c) _ j],_ �> www.cityo1Tederakvay.com FILE NUMBER. 16 10 01 01 00 U P Date 5/ 13/ 16 Applicant CITY OF FEDERAL WAY CDS NAME PRIMARY PHONE Travis Griffith 805-807-9942 BUSINESS/ORGANIZATION ALTERNATE PHONE Odelia (on behalf of Verizon) MAILING ADDRESS E-MAIL CITY STATE ZIP _FAIL 5506 6th Ave S, Suite 202 �WA 98108 Property Address/Location Near SW Campus Dr ( 1 #1921049003) Description ofRequestThe antenna array will be placed on a different height on the tower. The equipment fence will now be chain link. List/Describe Attachments- Two (2) sets Of 11 x17" revised plans - BPA landscaping and structural exemption letter For Staff Use ❑ Code Interpretation/Clarification ❑ - Critical Areas Letter/Analysis/Peer Review ❑ Request for Extension (Land Use/Plat Approval) Revisions to Approved Permit ❑ Tree Removal ❑ Zoning Compliance Letter - No Fee - No Fee (Actual Cost if Applicable) - Check Current Fee Schedule - Check Current Fee Schedule - No Fee - Check Current Fee Schedule Bulletin #079 — January 4, 2016 Page 1 of 1 k:\Handouts\Request for Administrative Decision Department of Energy �+ Bonneville Power Administration p ' { P.O. Box 61409 Vancouver, WA 98666-1409 A TRANSMISSION SERVICES December 29, 2015 In reply refer to: TELP/TPP-4 City of Federal Way Community Development Department 33325 8th Ave S Federal Way, WA 98003 To Whom It May Concern: The Bonneville Power Administration (BPA) is currently working with Verizon Wireless (VAW) LLC (Verizon) to install a wireless communications facility on a government -owned communications structure. The site is named Kitts Corner and is located on BPA's tower no. 4/2 of its Tacoma — Covington nos. 3 & 4 lines, site no. SEA Kitts Corner. BPA has developed a co - location program whereby we allow wireless companies to locate antenna facilities on our structures. This is in keeping with the Telecommunications Act, which encourages agencies to make their facilities available for co -location. Because BPA's transmission facilities and structures are federal property, BPA is not required to obtain county or local permits to install or replace facilities on its system, including the PCS equipment. Nevertheless, BPA itself tries to comply with local requirements to the extent possible and consistent with its operational needs. BPA urges telecommunication providers to work with local jurisdictions to provide project information and obtain whatever permits they deem are needed. We are asking Verizon to make available to the County pertinent information regarding this installation on federal property. The information Verizon submits to BPA on the design, types, and numbers of antennas and other tower appurtenances will be used by BPA to evaluate the suitability of this PCS wireless facility for installation on this particular tower. BPA must ensure that the pending site installation does not violate our responsibilities to maintain the stability and reliability of the federal electric transmission system in the Pacific Northwest. BPA will be evaluating the structural loading on the tower based on the information provided by Verizon for this PCS wireless installation. Using this information, the EIA/TIA Standard EIA-222-G Section 14.1 Standard and Annex E, and the National Electric Safety Code, BPA's qualified engineers closely evaluate all installation parameters. When completed, the structural design and installation (both on the structure and ground radio equipment) will comply with all recognized national codes and meet all utility code and industry requirements. One issue that has continued to surface when planning these wireless co -location sites is a requirement from the local jurisdiction for landscaping to screen the ground equipment from view. While we can certainly understand the desire to minimize the visual impact caused by the additional equipment on the ground, there are several reasons, mostly safety and security driven, for which BPA has made it policy that we can no longer allow this landscaping to obstruct the view of BPA's property. If you have any questions concerning this matter, feel free to contact me at (360) 619-6904. Sincerely, Jonathan Toobian Project Manager MOVED MAY 13 2016 CITY OF FEDERAL WAY CDS SEA - KITTS CORNER NEAR SW CAMPUS DRIVE, FEDERAL WAY, WA 98023 BPA TOWER: TACO COVI - LINE 4, MILE 4, TOWER 2 TACO COVI - LINE 3, MILE 4, TOWER 2 verizonv LAT: 470 17' 37.18" N (NAD 83/91) LONG: 122' 20' 59.48" W (NAD 83/91) GROUND ELEV: 409.7' (NAVD 88) (rnnRnINATE PER 1A REPORT) VICINITY MAP LOCATION MAP j PROJECT INFORMATION DRAWING INDEX O APPLICANTN PROPERTY OWNED_ NO DESCRIPTION VERIZON WIRELESS CITY OF FEDERAL WAY # r >$ f 3245 158TH AVE SE. MS231 CONTACT: STEVE IKERD BELLEVUE, WA 98008 PHONE: 253-835-6910 T-1 TITLE SHEET SV1 SURVEY '. � TQWE OWNER_-- -i }} PROJECT ARCFIITEC.T' BONNEVILLE POWER ADMINISTRATION ISV2 SURVEY ITE Si rNrrr an NEW WAVE ARCHITECTURE INC, 909 1ST AVE, #380 ••� w •s [1 1133 164TH ST. SW, SUITE 202 SEATTLE, WA SPA GENERAL NOTES ww �W f LYNNWOOD, WA 98087 CONTACT: CHUCK WEDICK � r • � � SP-2 GENERAL NOTES ST!E f CONTACT: JAY SEC, PHONE: 360-619-6343 f Yrrrc,l OFFICE: 425-778-3800 ppOJE T CONSULTANT- A-1 OVERALL SITE PLAN „r �YYY^I r A-2 ENLARGED SITE PLAN $0VEYOR• ODELIA PACIFIC CORPORATION —�9 ® `� r_� DUNCANSON COMPANY, INC. 5506 6TH AVE SOUTH, SUITE 202 A-3 ANTENNA PLAN, SCHEDULE, AND NOTES i ,r 145 SW 15TH ST, SUITE 102 SEATTLE, WA 98108 A-4 ELEVATIONS SEATTLE, WA 98166 SITE AGDUISITION• A-4-1 ELEVATIONS ti CONTACT: KEVIN WALKER r PHONE: 206-244-4141 ODELIA PACIFIC CORPORATION A-5 BATTERY AND SIGNAGE DETAILS 7f ' — mexaNa, 1 FAX: 206-244-4455 CONTACT: MEI-I FUNTANILLA PHONE: 206-931-1443 A-6 DETAILS --- - � FAX: 206-490-3839 A-7 DETAILS APPLICANT +ZONING AGENT• A-8 DETAILS ODELIACONTACT- PACIFIC CORPORATION E-1 UTILITY ROUTING PLAN TRAVIS PHONE: 805-807 9 41zFITH _ E-2 GROUNDING PLAN AND NOTES Np TI { J r bRTFI EMAIL: tgriffith@odelia cam ( _ ! i r% E-3 GROUNDING DETAILS DIRECTIONS TO SITE FROM VERIZON OFFICE (3245 158TH AVE. SE, BELLEVUE WA 98008)• E-4 BPA GENERAL NOTE • TURN RIGHT ONTO SE EASTGATE WAY, TURN LEFT ONTO RAMP TO 1-90 WEST. E-5 BPA DETAILS • TURN AT EXIT 10, TURN RIGHT ONTO RAMP & ONTO 1-405 SOUTH. • TAKE RAMP ONTO 1-5 SOUTH. • TAKE EXIT 142B TO MERGE ONTO WA-18 W, TOWARDS S 348TH ST • CONTINUE ONTO S 348TH ST, CONTINUE ONTO SW CAMPUS DR, CODE INFORMATION.. • TURN LEFT ONTO 12TH AVE SW- JURISDICTION- CITY OF FEDERAL WAY • SITE IS ON LEFT TOWER ZONING, RS35 0 - BUILDING CODE- 2012 IBC, STANDARDS AND AMENDMENTS, WAG 51-50 — — — 20121MC, STANDARDS AND AMENDMENTS, WAG 51-52 2012 IFC, STANDARDS AND AMENDMENTS, WAG 51-54 2012 UPC, STANDARDS AND AMENDMENTS, WAG 51-56, 51-57 APPROVAL / SIGN OFF OF DRAWING DOCUMENT OCCUPANCY, U LEGAL DESCRIPTION CONSTRUCTION TYPE- II-B PARCEL NUMBER 1921049003 SEE SURVEYSHEET SV1 TOTAL LOT Al29,043 SF (78.72 ACRES) , - TITLE DATE SIGNATURE REA RECO PROJECT AREA 289 SIF �v� CONSTRUCTION MANAGER NEW IMPERVIOUS. 289SF RF ENGINEER MAY 13 2016 REAL ESTATE CnY OF FEDERAL EDE A L WAY SITE AQUISITION PROJECT DESCREPiiON• —_ _ S �� �1 VV rCCDcCf�f1 THE SCOPE OF WORK INCLUDES: J PROPERTY OWNER INSTALL SIX (6) NEW ANTENNAS & TOWER MOUNTED AUXILIARY EQUIPMENT ON TOWER AND NEW EQUIPMENT CABINETS UNDER EXISTING 125. VHIGH BPA CONFIDENTIAL AND PROPRIETARY TOWER OWNER TRANSMISSION LATTICE TOWER Not for disclosure outside Verizon Wireless REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE COMMENT AS DRAWINGS ARE BEING REVIEWED NEYII Al11AVE RC FI iTECT U R E 1133 164TH STREET SW SUITE 202 LYNNWOOD, WA 90087 OFFICE: (425) 778-3800 JAY@NEWWAVEARCH COM DATE- 4-28-16 PREPARED BY- EWL APPROVED BY- IYS SUBMITTALS NO DATE DESCRIPTION 4728-16 REVISED PER BPA 2-25-16 REVISED PER NEW SCF 1-7-16 FINAL PERMIT 11-30-15 REVISED PER BPA 9-23-15 RED PERMIT 9-21-15 ANTENNA PLAN UPDATE 6-22-15 PPELIMWARYP' WIT 5-26-15 LEP.SE EXHIBIT 78677SEQ STA OF WASHINGTON SITE SEA - KITTS CORNER ( NEW BUILD ) NEAR SW CAMPUS DRIVE FEDERAL WAY, WA 98023 SHEET TITLE TITLE SHEET SHEET NUMBER T-1 EASEMENTS Z�L CORRESPONDS WITH ITEM NUMBER IN 'SCHEDULE B' OF TITLE REPORT. .r THE FOLLOWING EASEMENTS FROM THE REFERENCED TITLE REPORT CONTAIN SUFFICIENT INFORMATION TO BE DEPICTED ON THE PLAN, OTHER EASEMENTS OR ENCUMBRANCES, IF ANY, MAY AFFECT THE PROPERTY, BUT LACK SUFFICIENT INFORMATION TO BE SHOWN. MEMORANDUM OF LEASE TO AT&T WIRELESS SERVICES PER RECORDING GNO. 20010828000379, 2 RECORDS OF KING COUNTY - DOCUMENT HAS SKETCH, UNABLE TO READ DIMENSIONS, DEPICTS VAULT AND TOWER TO THE SOUTHEAST, NOTHING SHOWN Q4CONDITIONS, RESTRICTIONS, EASEMENTS, ETC., PER PLAT VOLUME 16, PAGE 35, RECORDS OF KING COUNTY - NONE INDICATED, NOT SHOWN ZLELECTRIC TRANSMISSION LINE EASEMENT PER RECORDING NO.'S 3189003 AND 3191521, RECORDS OF KING COUNTY - SHOWN A6 ELECTRIC TRANSMISSION LINE EASEMENT PER RECORDING N0. 3194572, RECORDS OF KING COUNTY - SHOWN AWATER LINE EASEMENT PER RECORDING NO, 6306250362, RECORDS OF KING COUNTY - SHOWN TERMS AND CONDITIONS BETWEEN WEYERHAEUSER REAL ESTATE CO., AND LAKEHAVEN SEWER DISTRICT, 8 PER RECORDING NO. 7308230502, RECORDS OF KING COUNTY - NOTHING TO SHOWN AWATER LINE EASEMENT PER RECORDING NO. 7607090441, RECORDS OF KING COUNTY - SHOWN TEMPORARY BORROW PIT AND WASTE SITE EASEMENT PER RECORDING INFORMATION 8501170666 - 10 EASEMENT WAS TEMPORARY DURING THE CONSTRUCTION OF SW CAMPUS DRIVE - NOT SHOWN 11 ELECTRIC EASEMENT PER RECORDING NO. 8604020489, RECORDS OF KING COUNTY - SHOWN DRAINAGE INTERCEPTOR EASEMENT PER RECORDING NO. 8802030127, RECORDS OF KING COUNTY - 12 EASEMENTS DO NOT AFFECT THIS PROPERTY, NOT SHOWN ASLOPE, DRAINAGE AND UTILITY EASEMENT PER RECORDING NO. 8908110283, RECORDS OF KING COUNTY SHOWN LEGAL DESCRIPTION LATITUDE/LONGITUDE POSITION THE LAND IN THE COUNTY OF KING, STATE OF WASHINGTON, DESCRIBED AS FOLLOWS: COORDINATE DATA AT CENTER OF SUBJECT TOWER: NAD 83 THOSE PORTIONS OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 19, TOWNSHIP 21 NORTH, LAT - 4717'37.18" N NAVD 88 RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, AND LOT 1 IN BLOCK 1 OF LAKEWOOD. ACCORDING TO PLAT LONG - 122.20'59.48" W ELEV.= 409.7 FEET RECOROEQ IN VOLUME 16 Or PLATS AT PAGES) 35, IN KING COUNTY, WASHINGTON, AND 13TH AVENUE SOUTHWEST AND SOUTHWEST 344TH STREET IN THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY. WASHINGTON. AND OF THE SOUTHWEST OUARTER OF BENCHMARK IS "ZSE1" THE NORTHEAST QUARTER OF SECTION 19. TOWNSHIP 21 NORTH. RANGE 4 EAST, W.M.. ALL IN KING COUNTY, WASHINGTON,INCLUOEO WITHIN A STRIP OF LAND 262.50 FEET WDE, THE NORTHWESTERLY LINE BEING THE NGS GPS CORS STATION. SOUTHWESTERLY PROLONGATION OF THE SOUTHEASTERLY LINE OF TRACT B OF THE RIDGE DIVISION NO. 5, ELEV = 343.3' ACCORDING TO PLAT RECORDED IN VOLUME 140 OF PLATS AT PAGE(S) 80 THROUGH 83, IN KING COUNTY, WASHINGTON; T DORY OF SOUTHWEST CAMPUS DRIVE EXCEPT THEREFROM THAT PORTION LYING EASTERLY OF THE WESTERLY BOUNDARY ELEVATION DERIVED USING GPS ACCURACY 84 FEET WIDE AS CONVEYED TO KING COUNTY UNDER RECORDING NO, 8501170665: MEETS OR EXCEEDS 1A STANDARDS AS DEFINED ON THE FAA ASAC INFORMATION SHEET 91:003, (SAID STRIP BEING A PORTION OF THE BONNEVILLE POWER TRANSMISSION LINE-TACOMA COVINGTON, TACOMA-RAVER). NOTES 1) TITLE REPORT ISSUED BY FIRST AMERICAN TITLE INSURANCE COMPANY, ORDER NO. 2320319. DATED ' SEPTEMBER 11. 2014, 2) FIELD WORK CONDUCTED IN OCTOBER. 2014. \ A A, / / 3) BASIS OF BEARING: WASHINGTON STATE PLANE 9WE. OFAWAGE COORDINATE SYSTEM, NORTH ZONE (NAD83). \ AND UTILITY EASEMENT / 4) UNDERGROUND UTILITIES SHOWN HEREON, IF ANY, WERE DELINEATED FROM SURFACE EVIDENCE AND/OR / UTILITY COMPANY RECORDS CRITICAL LOCATIONS SHOULD BE VERIFIED PRIOR TO DESIGN AND f f''•. CONSTRUCTION, 5) FEMA DESIGNATION: ZONE 'X' (AREAS DETERMINED TO BE OUTSIDE THE 500-YEAR FLOOD PLAIN) PANEL -�, 1250 OF 1725. FIRM MAP NUMBER 53033C1250F, EFFECTIVE DATE MAY 16. 1995. �•- *q Y / FOUND / ? / MONUMENTS gyy 3:j5TH S `. Rs o V 3' ter. �9j q F f5 TAX PARCEL 1321701RCT / / /EXISTING / TAX PARCEL TAX PARCEL U21700580 1921049003 TAX PARCEL3?1700570\ I TAX PARCEL / 1321700560 LIJ � TRr ?AR{:EI All 8PA MANSM1SM 1A4£ APPROXIMATE LOCAUW EASENE7815�= • -� 1 OF IOTH AVE SW - SWErF 4 �� BAH Q CAVSTRUCTEO HOWEVER NO /. �Syy RECORD FOUND ESTABLISHING -�;�A•,�, THIS RIGHT-OF-WAY / FAO 20'ACCESS ' WOPDSEp 17'X17' LEASE AREA / g I •.V CITYYOOF TAACOMA / WATER LINE EASEMENT / LATITUDE/LONGITUDE TAX PARCEL POSITION 4159200004 CENTER OF SUBJECT PROPOSED 10' TOWER -SEE DETAIL UTILITY EASEMENT 49' 42' U SITE LOCATION SCALE: 1"=100' 1 � x.,?,� rye• f .e.w. � s- w .gp , _ .,f `l 7 . •� SITE L y SW OR T Y � Q N S 348TH ST VICINITY MAP SCALENOT TO LEGEND SUBJECT BOUNDARY LINE — - - RIGHT-OF-WAY CENTERLINE — — RIGHT-OF-WAY LINE — ADJACENT BOUNDARY LINE — — SECTIONAL BREAKDOWN LINE DP OVERHEAD POWER LINE —UP BURIED POWER LINE G BURIED GAS LINE —UT OVERHEAD TELEPHONE LINE UT BURIED TELEPHONE LINE w BURIED WATER LINE SS BURIED SANITARY SEWER sN BURIED STORM DRAIN — — — — DITCH LINE/FLOW LINE ROCK RETAINING WALL VEGETATION LINE a CHAIN LINK FENCE o WOOD FENCE x BARBED WIRE/WIRE FENCE Q TRANSFORMER -(?- FIRE HYDRANT 0 LIGHT STANDARD D4 GATE VALVE © POWER VAULT ED WATER METER ® UTIUTY BOX R FIRE STAND PIPE 0 UTILITY POLE ❑ CATCH BASIN, TYPE I E POLE GUY WIRE ® CATCH BASIN, TYPE II M GAS VALVE SIGN ® GAS METER BOLLARD El TELEPHONE VAULT MAIL BOX a TELEPHONE RISER 234.21 SPOT ELEVATION NOTE: 1) ALL ELEVATIONS SHOWN ARE ABOVE MEAN SEA LEVEL (AMSL) AND ARE REER£NCFS) TO THE NAVD88 DATUM. 2) ALL TOWER, TREE AND APPURTENANCE HEIGHTS ARE ABOVE GROUND LEVEL (AGL) AND ARE ACCURATE TO t 3 FEET OR 3 1% O 'TOTAL HEPiT, WHICHEVER IS GREATER. TREE LEGEND DECIDUOUS TREE AL=ALDER MP=MAPLE DS=DECIDUOUS AL12 —TRUNK DIAMETER (IN) MA=MADRONA OK -OAK TYPE CH=CHERRY EVERGREEN TREE CE=CEDAR DF=DOUGLAS FIR HE=HEMLOCK DF18 PI=PINE 195.2 EVG=EVERGREEN HEIGHT AGL IF MEASURED NOTE: TREE DRIP LINES ARE NOT TO SCALE. TREE SYMBOLS REFERENCE TRUNK LOCATION ONLY. TRUNK DIAMETERS WERE APPROXIMATED AT 3.5' TO 4' ABOVE GROUND LEVEL. TREES SHOWN ARE FOR REFERENCE ONLY AND OTHER TREES AND VEGETATION MAY EXIST. SITE INFORMATION TAX LOT NUMBER 1921049003 SITE ADDRESS NEAR SW CAMPUS DRIVE FEDERAL WAY, WA 98023 SITE CONTACT SUZANNE ZOLLER PHONE NUMBER 360-619-6261 ZONING IRS 7.2 (CITY OF FEDERAL WAY) TOTAL LOT AREA 457443f S.F.(10.5 AC.) PROJECT AREA 289 S,E SURVEY REFERENCE PLAT OF WYNSTONE EAST PER RECORDING NO. 20121205001617, RECORDS OF KING COUNTY. BOUNDARY DISCLAIMER THIS PLAN DOES NOT REPRESENT A BOUNDARY SURVEY, SUBJECT AND ADJACENT PROPERTY LINES ARE DEPICTED USING FIELD -FOUND EVIDENCE AND RECORD INFORMATION. CAUTIONI UNDERGROUND UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY BE INCOMPLETE STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ONE -CALL UTILITY LOCATE SERVICE AT LEAST 48 HOURS BEFORE1 -800 424 ANYCONSTRUCTION.ucnoN. V' VWIMwireless Pwci F.c Cow......H 1 \ I DUNCANSON Company, Inc. 145 SW 1551h Slre t. suite 102 Seattle, Washington 98166 Phone 206.244.4141 Fax 206.244.4455 SITE SEA KITTS CORNER NEAR SW CAMPUS DRIVE FEDERAL WAY, WA 9SO23 KING COUNTY TH9 DRAWNG WAS CREATED FOR THE EXCLUSIVE USE OF THE CUENT NAMED H3fORy AND E ANOT TO RE LOD N WHOLE OR N PARR WNHWT WHfIEN AUIHOFQAMON FROM SAD CLEW. CC)20A DUNCANSON COMPANY, M FLD, CREW: BM/CT FLD. BOOK: 342 31 DRAWN BY: LAC JOB y: 99544.1025 DATE: 10/6/14 REVISIONS DATE DESCRIPTION BY 01 /11 /16 ADD LEASE AREA, ACCESS AND UTUTY EASEMENTS LAC 05/11/15 j CHANGE SITE LOCATION ILP -low C SHEET TITLE EXISTING STTE SURVEY SEC 19, TWP 21 N. RNG 4 E, WM SHEET NUMBER SV1 HT=125.1 HT=119.9 H7=98.9 HT=1040 I!f 110.7 HT=89.7 HT=779 HT=70HT=66-7 BPABPA TACO COW LINE 3LINE 4 MILE 4�MILE ;HT'=30.8 4 R 2TACO TWR 2TWR 2 409.7 TOWER DETAIL ,a / / 35' ROW / / / NN TAX PARCEL G403700550 o / 4ASPHALT W ROW S 4TH ST / OR FOUND 2 1/2- BRA DISK 1 f W/O PUNCH 'LS 28238 / 39" RAW GUY POLE � � / 13I1072/162J87 OQ ' W / Oe W L;t PARCEL 6664910470 R 28' ROW �I 28' POW I / (ASPHALT HOUSE FAX PARCEL 9578500100 / /.� q' / \ .09 �C7, / 10TH AVENUE SW ASPHALT / e 0 CONCRETE' / 1 TAX PARCEL 1921049003 / _ ! / It PATH \ • PROPOSED 17'X17' VERIZON LEASE AREA / / ! GRASS/BRUSH Oe r GRASSIBRUSH i I � lr iTOWER AT V' GROUND LEVEL \ / !!r I` PROPOSED 20' ACCESS EASEMENT / 408 TAX P10CE 13217I016( :%LONGITLIOE ! rr r V rr �p rr / 61TIONU .' /o r� O OF SSUBJECT rr . r ' / -SEE DETAIL r / r � / r r r r r � h1 / r r / r r v r PROPOSED 10' r UTILITY EASEifEAlf / ------- r r / I ASPHALT / ' / DIRT PATH / / TAX PARCEL / 4159900004 /kip / � f � i GRAPHIC SCALE / / (FNFEET) / linh=20 a / F imh =4U (L O l.17 SHETiT) SITE DETAIL LEGEND SUBJECT BOUNDARY LINE — - - — RIGHT-OF-WAY CENTERLINE — — RIGHT-OF-WAY LINE — — ADJACENT BOUNDARY LINE — — SECTIONAL BREAKDOWN LINE DP OVERHEAD POWER LINE —UP— BURIED POWER LINE G BURIED GAS LINE OT OVERHEAD TELEPHONE LINE LIT BURIED TELEPHONE LINE w BURIED WATER LINE ss BURIED SANITARY SEWER SD BURIED STORM DRAIN — — — — DITCH LINE/FLOW LINE ROCK RETAINING WALL VEGETATION LINE o CHAIN LINK FENCE a WOOD FENCE x BARBED WIRE/WIRE FENCE �p TRANSFORMER -(�- FIRE HYDRANT i1 LIGHT STANDARD D4 GATE VALVE © POWER VAULT B1 WATER METER ® UTILITY BOX jQ FIRE STAND PIPE fY UTILITY POLE ❑ CATCH BASIN, TYPE I E— POLE GUY HARE ® CATCH BASIN, TYPE II CD GAS VALVE a SIGN ® GAS METER BOLLARD ET TELEPHONE VAULT MAIL BOX D TELEPHONE RISER 234.21 SPOT ELEVATION NOTE: 1) ALL ELEVATIONS SHOWN ARE ABOVE MEAN SEA LEVEL (AMJSL) AND ARE REFERENCED TQ THE NAVOSS DATUM 2) ALL TOWER. TREE AND APPURTENANCE HEIGHTS ARE ABOVE GROUND LEVEL (AGL) AND ARE ACCURATE TC 2 3 FEET OR t 1 % OF TOTAL HEIGHT, WHICHEVER :S GREATER. TREE LEGEND DECIDUOUS TREE AL=ALDER MP=MAPLE DS=DECIDUOUS AL12 —TRUNK DIAMETER (IN) MA=MADRONA OK=OAK TYPE CH=CHERRY EVERGREEN TREE CE=CEDAR DF=DOUGLAS FIR HE=HEMLOCK DF78 PI=PINE 19-%2 EVG=EVERGREEN HEIGHT AGL IF MEASURED NOTE: TREE DRIP LINES ARE NOT TO SCALE. TREE SYMBOLS REFERENCE TRUNK LOCATION ONLY. TRUNK DIAMETERS WERE APPROXIMATED AT 3.5' TO 4' ABOVE GROUND LEVEL TREES SHOWN ARE FOR REFERENCE ONLY AND OTHER TREES AND VEGETATION MAY EXIST. SITE INFORMATION TAX LOT NUMBER 1921049003 SITE ADDRESS NEAR SW CAMPUS DRIVE FEDERAL WAY, WA 98023 SITE CONTACT SUZANNE ZOLLER PHONE NUMBER 360-619-6261 ZONING IRS 7.2 (CITY OF FEDERAL WAY) TOTAL LOT AREA 457443t S.F.(10.5 AC.) PROJECT AREA 289 S.F. SURVEY REFERENCE PLAT OF WYNSTONE EAST PER RECORDING Na 20121205001817. RECORDS OF KING COUNTY - BOUNDARY DISCLAIMER THIS PLAN DOES NOT REPRESENT A BOUNDARY SURVEY. SUBJECT AND ADJACENT PROPERTY LINES ARE DEPICTED USING FIELD -FOUND EVIDENCE AND RECORD INFORMATION. CAUTIONI UNDERGROUND UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY BE INCOMPLETE STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ONE -CALL UTILITY LOCATE SERVICE AT LEAST 48 HOURS BEFORE STARTING ANY CONSTRUCTION, 1-800-424-5555 UerfZ „'iwireless DUNCANSON Comp9 y, Inc. 145 SW 1551h Street, Sidle 102 S-111 , W hingtan 98166 Phase 206244.4141 Fax 2-241.1155 SITE SEA KITTS CORNER NEAR SW CAMPUS DRIVE FEDERAL WAY, WA 98023 KING COUNTY THS DRAWNO WAS CREATED FOR TFE EXCLU8IVE 119E OF TFE CUENT NAMED FSC011 AND IS NOT TO BE USED N WHOLE OR N PART WTIHOUT WRnEN AL%KfaA71CM FROM 8AD CLENT. /nYmte "WANSON C ANY. NC. FLD. CREW: BM/CT FLD. BOOK: 342/31 DRAWN BY: LAC JOB #: 99544.1025 DATE: 10/6/14 REVISIONS DATE DESCRIPTION BY [01/11/16,.IDD LEASE AREA, ACCESS AND UTIUTY EASEMENTS LAC 05/11/15 CHANGE SITE LOCATION RLP J J ht4 "am � 2AL LFY& In�nA SHEET TITLE EXISTING SFM SURVEY SEC 19, T" 21 N. RNG 4 E, WM SHEET NUMBER S\2 CONTRACTOR NOTES THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHITECTIENGINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL- IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. GENERAL NOTES: DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, AND THIS SET OF PLANS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY, UNLESS NOTED OTHERWISE THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR, AND ANYTHING ELSE DEEMED NECESSARY TO COMPLETE INSTALLATIONS AS DESCRIBED HEREIN. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE AND FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE NEW PROJECT, WITH THE CONSTRUCTION AND CONTRACT DOCUMENTS, FIELD CONDITIONS AND CONFIRM THAT THE PROJECT MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION ANY ERRORS, OMISSIONS, OR DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGSICONTRACT DOCUMENTS. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S/ VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE ALL WORK PERFORMED ON PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK THE STRUCTURAL COMPONENTS OF THIS PROJECT SITEIFACILITY ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. ANTENNA SUPPORTING POLE IS UNDER A SEPARATE CONTRACT. THE CONTRACTOR SHALL ASSIST ANTENNA INSTALLATION SUB -CONTRACTOR IN TERMS OF COORDINATION AND SITE ACCESS. ERECTION SUB -CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF PERSONNEL AND PROPERTY FROM HAZARDOUS EXPOSURE TO OVERHEAD DANGERS. GENERAL CONTRACTOR SHALL PROVIDE AT THE PROJECT SITE A FULL SET OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR THE USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. DETAILS INCLUDED HEREIN ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS OR SITUATIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE SCOPE OF WORK THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS. PAVING, CURBING, ETC. DURING CONSTRUCTION UPON COMPLETION OF WORK. CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. CONTRACTOR SHALL ENSURE THE GENERAL WORK AREA IS KEPT CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY, PREMISES SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES, REGULATIONS AND SAFETY REGULATIONS, ALL OSHA REGULATIONS, ALL PUBLIC AND MUNICIPAL AUTHORITIES, AND ANY UTILITY COMPANIESREGULATIONS AND DIRECTIVES. THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF WORK EXACT DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD, THE CONTRACTOR IS TO VERIFY THE DIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL DISCREPANCIES TO REPRESENTATIVE. ANY MINOR ERRORS AND OMISSIONS IN THE DRAWINGS AND SPECIFICATIONS DOES NOT EXCUSE THE CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS AND ELECTRICAL LINES AND ANTENNA MOUNTING. VERIFICATION THAT EXISTING TOWER/POLE/STRUCTURE CAN SUPPORT THE PROPOSED ANTENNA, COAX & ADDITIONAL EQUIPMENT LOADING IS TO BE DONE BY OTHERS- 1 GENERAL NOTES CIVIL NOTES: 1, ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND STIPULATED IN THE SPECIFICATION PROJECT SUMMARY 2 RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 3. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE PCS EQUIPMENT, TOWER AREAS, AND ADJACENT BUILDINGS. 4. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS. SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 5, THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO THE CRUSHED STONE APPLICATION. SUBGRADE AND BASE PREPARATION: 1, FOR SLAB -ON -GRADE CONSTRUCTION IT WILL BE NECESSARY TO OVEREXCAVATE THE SITE BY 2'4" AND IMPORT AN APPROVED GRANULAR FILL THE FILL SHALL BE COMPACTED TO AT LEAST 95 % OF THE MAXIMUM DRY UNIT WEIGHT WITH A MOISTURE CONTENT WITHIN 2 % OF THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY THE MODIFIED PROCTOR TEST (ASTM D-1557),COMPACTION REQUIREMENTS APPLY TO BACKFILL FOR UTILITY TRENCHES AND FOUNDATION EXCAVATIONS WITHIN STRUCTURES, DRIVEWAYS, OR PARKING LOT AREAS. 2, COMPACTION SHALL BE ACCOMPLISHED BY PLACING THE FILL IN SUCCESSIVE, HORIZONTAL, APPROXIMATELY SIX- TO EIGHT -INCH LOOSE LIFTS AND MECHANICALLY COMPACTING EACH LIFT TO AT LEAST THE SPECIFIED MINIMUM DRY DENSITY. 3. ANY ORGANIC MATERIAL, DELETERIOUS MATERIAL, OR DISTURBED SOIL SHALL BE REMOVED FROM FLATWORK AREAS. 4. THE GROUND SURFACE SURROUNDING EXTERIOR STRUCTURES SHALL BE SLOPED TO DRAIN AWAY IN ALL DIRECTIONS. CONCRETE NOTES: 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH A.C.I. 315.60, A.C.I. 318 95 AND THE SPECIFICATION CAST -IN -PLACE CONCRETE 2 UNLESS NOTED OTHERWISE, ALL CAST -IN -PLACE CONCRETE SHALL BE NORMAL WEIGHT, AIR -ENTRAINED CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 2500 POUNDS PER SQUARE INCH AT 28 DAYS TYPE 1-11 PORTLAND CEMENT WILL BE USED WITH A MAXIMUM AGGREGATE SIZE OF 3141, AND 6 % t1 % AIR ENTRAINMENT. ALL CONCRETE WILL HAVE A MAXIMUM WATER/CEMENT (WIC) RATIO OF 0A8. 3 ALL CONCRETE FLATWORK SHALL HAVE A STIFF BROOM FINISH AND HAVE A SLOPE OF 1/8" PER FOOT UNLESS NOTED OTHERWISE 4. REINFORCING BARS SHALL BE NEW BILLET STEEL CONFORMING TO AS.T.NL A615, GRADE 60, DEFORMED. 5, DETAIL, FABRICATE AND ERECT REINFORCEMENT BARS, INCLUDING BAR SUPPORTS, SPACERS, ETC. IN ACCORDANCE WITH "DETAILING OF CONC. REINFORCEMENT" (A.C.I. 315-80, REV, 1986} 6. UNLESS OTHERWISE NOTED, ALL LAP SPLICES SHALL BE CLASS B CONFORMING TO ACI 318-9& 7. A CHAMFER OF 1" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE IN ACCORDANCE WITH AC.I. 301 SECTION 4.2.4 UNLESS OTHERWISE NOTED, 8. CONCRETE WORK SHALL BE COORDINATED WITH THE MECHANICAL, EQUIPMENT, AND ELECTRICAL WORK TO ASSURE THAT ALL AFFECTED PIPES, CONDUITS INSERTS, ETC, ARE IN PLACE AND VERIFIED BEFORE PLACING CONCRETE. 9, CONCRETE COVER FOR REINFORCING BARS SHALL CONFORM TO THE FOLLOWING UNLESS INDICATED OTHERWISE ON THE DRAWINGS: -CONCRETE EXPOSED TO WEATHER OR IN CONTACT WITH GROUND - 2 INCHES -CONCRETE CAST AGAINST EARTH- 3 INCHES 10. COORDINATE LOCATION OF STEEL ANCHOR BOLTS WITH STEEL FABRICATOR PRIOR TO INSTALLATION IN FIELD. 11. CONTRACTOR SHALL PROVIDE SLEEVES FOR ALL WALLISLA13 PENETRATIONS (PIPING, CONDUIT, ETC) POWER, TELCO AND COAX TO ENTER SITE UNDER EQUIPMENT SLAB SPECIAL INSPECTIONS: 1. CONTRACTOR SHALL PROVIDE REQUIRED SPECIAL INSPECTIONS PERFORMED BY AN INDEPENDENT INSPECTOR, APPROVED BY AT&T AND THE LOCAL JURISDICTION, AS REQUIRED BY THE OSSC SECTION 1705 FOR THE FOLLOWING: A CONCRETE: PROVIDE SPECIAL INSPECTION PER 170&3 i• TAKE CONCRETE TEST SPECIMENS DURING THE PLACING OF STRUCTURAL REINFORCING AND STRUCTURAL CONCRETE. EXTERIOR AND INTERIOR SLABS ON GRADE ARE NOT STRUCTURAL ELEMENTS- H. VERIFY REINFORCING SIZE, PLACEMENT, AND GRADE B. BOLTS AND ANCHORS IN CONCRETE: I. HOLDDOWN ANCHORS BOLTS: INSPECT SIZE, LENGTH, HOOK AND TIE TO REINFORCING. ii ADHESIVE ANCHORS: INSPECT HOLE SIZE, DEPTH, CLEANLINESS, AND INSTALLATION PER MANUFACTURES RECOMMENDATIONS, C. WELDING: L VISUALLY INSPECT ALL STRUCTURAL FIELD AND SHOP WELDING, ii. THE SPECIAL INSPECTOR NEED NOT TO BE CONTINUOUSLY PRESENT DURING WELDING, PROVIDED THE MATERIALS, QUALIFICATIONS OF WELDING PROCEDURES AND WELDERS ARE VERIFIED PRIOR TO THE START OF WORK; PERIODIC INSPECTIONS ARE MADE OF WORK IN PROGRESS; AND A VISUAL INSPECTION OF ALL WELDS IS MADE AFTER COMPLETION OR PRIOR TO SHIPMENT OF SHOP WELDING. 2 PROVIDE SPECIAL INSPECTIONS FOR OTHER ITEMS NOTED ON DRAWINGS TO CONFIRM COMPLIANCE WITH CONTRACT DOCUMENTS. 3. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THE REPORT TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR, AND BUILDING OFFICIAL METAL NOTES: PART 1-GENERAL 1 SECTION INCLUDES: STRUCTURAL STEEL FRAMING MEMBERS, BASE PLATES, PLATES, BARS AND GROUTING UNDER BASE PLATES 2 SUBMITTALS: SHOP DRAWINGS: INDICATE SIZES, SPACING, AND LOCATIONS OF STRUCTURAL MEMBERS, OPENINGS, CONNECTIONS, CAMBERS, LOADS, AND WELDED SECTIONS. 3 QUALITY ASSURANCE A FABRICATE STRUCTURAL STEEL MEMBERS IN ACCORDANCE WITH AISC SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. B PERFORM DESIGN UNDER DIRECT SUPERVISION OF A PROFESSIONAL STRUCTURAL ENGINEER LICENSED IN THE STATE. PART2-PRODUCTS 1. MATERIALS: A STRUCTURAL STEEL MEMBERS: ASTM A572, GRADE 50 B. STRUCTURAL TUBING: ASTM A500, GRADE B C. PIPE: ASTM A53, TYPE E OR S, GRADE B D. BOLTS, NUTS, AND WASHERS: ASTM A325 E. ANCHOR BOLTS: ASTM A307 F. WELDING MATERIALS: AWS D7.1, TYPE REQUIRED FOR MATERIALS BEING WELDED G. GROUT: NON -SHRINK TYPE, PREMIXED COMPOUND CONSISTING OF NONMETALLIC AGGREGATE, CEMENT, WATER REDUCING AND PLASTICIZING ADDITIVES, CAPABLE OF DEVELOPING A MINIMUM COMPRESSIVE STRENGTH OF 7000 psi AT 28 DAYS. H SHOP AND TOUCH-UP PRIMER: SSPC 15, TYPE 1, RED OXIDE L TOUCH-UP PRIMER FOR GALV SURFACES. ZINC RICH TYPE 2 FABRICATION: CONTINUOUSLY SEAL JOINTED MEMBERS BY CONTINUOUS WELD& GRINDEXPOSED WELDS SMOOTH. 3. FINISH: A PREPARE STRUCTURAL COMPONENT SURFACES IN ACCORDANCE WITH SSPC SP-1 TO SP-10 PROCEDURES. B. STRUCTURAL STEEL MEMBERS SHALL BE HOT DIPPED GALVANIZED. PART 3 - EXECUTION 1, EXAMINATION AND PREPARATION: VERIFY THAT THE FIELD CONDITIONS ARE ACCEPTABLE 2 ERECTION: A ALLOW FOR ERECTION LOADS, PROVIDE TEMPORARY BRACING TO MAINTAIN FRAMING IN ALIGNMENT UNTIL COMPLETION OF ERECTION AND INSTALLATION OF PERMANENT BRIDGING AND BRACING. B FIELD WELD COMPONENTS INDICATED ON SHOP DRAWINGS C. DO NOT FIELD CUT OR ALTER STRUCTURAL MEMBERS WITHOUT APPROVAL OF THE ARCHITECT/ENGINEER D. AFTER ERECTION, TOUCH-UP WELDS, ABRASIONS, AND SURFACES NOT SHOP PRIMED OR GALV. WITH TOUCH-UP PRIMERS AS SPECIFIED UNDER SECT. 05000,-METALS, PART 2 - PRODUCTS, H & L SURFACES TO BE IN CONTACT WITH CONCRETE NOT INCLUDED. 3. FIELD QUALITY CONTROL FIELD INSPECTION OF MEMBERS, CONNECTIONS, WELDS AND TORQUING. 0 N FdEW WAVE Rem (T E C T U R E 1133 164TH STREET SW SUITE 202 LYNNWOOD, WA 98087 OFFICE (425) 778-3600 JAY@NEW WAVEARCH.COM DATE: 4-28-16 PREPARED BY- EWL APPROVED BY- JYS SUBMITTALS NO DATE DESCRIPTION 4-28-16 REVISED PER BPA 2-25-16 REVISED PER NEW SCF 1-7-16 FINAL PERMIT 11-30-15 REVISED PER SPA 9-23-15 REVISED PERMIT 9-21-15 ANTENNA PLAN UPDATE 6-22-15 PRELIMINARY PERMIT 5-26-15 LEASE EXHIBIT 7887 REGISTERED HITECT '.2&16 JAY Y. O STA OF WASHINGTON SITE SEA - KITTS CORNER L NEW BUILD ) NEAR SW CAMPUS DRIVE FEDERAL WAY, WA 98023 SHEET TITLE GENERAL NOTES SHEET NUMBER SP-1 w 1 TELECOMMUNICATIONS WIRING COMPONENTS {r*WIAL ANTENHIA CABLE 1- GENERAL A. ALL MATERIALS, PRODUCTS OR PROCEDURES INCORPORATED INTO WORK SHALL BE NEW AND OF STANDARD COMMERCIAL QUALITY. B. CERTAIN MATERIALS AND PRODUCTS WILL BE SUPPLIED BY THE OWNER (REFER TO GENERAL CONDITIONS FOR THE LIST OF OWNER FURNISHED EQUIPMENT, MATERIALS AND SUPPLIES FOR THESE ITEMS). THE CONTRACTOR IS RESPONSIBLE FOR PICKUP AND DELIVERY OF ALL SUCH MATERIALS C. ALL OTHER MATERIALS AND PRODUCTS SPECIFIED IN THE CONTRACT DOCUMENTS SHALL BE SUPPLIED BY THE CONTRACTOR. 2 MATERIALS: A COAXIAL CABLE: 1. INSTALL COAXIAL CABLE AND TERMINATIONS BETWEEN ANTENNAS AND EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS WITH COAXIAL CABLES SUPPORTED AT NO MORE THAN S-O" D.C. WEATHERPROOF ALL CONNECTORS BETWEEN THE ANTENNA AND EQUIPMENT PER MANUFACTURERS' REQUIREMENTS, TERMINATE ALL COAXIAL CABLE THREE (3) FEET IN EXCESS OF EQUIPMENT LOCATION UNLESS OTHERWISE STATED. 2. ALL COAX RUN LENGTHS GREATER THAN 143 FEET SHALL BE 1-5I0" AND IN LENGTH LESS THAN OR EQUAL TO 143 FEET SHALL BE 7/8", 3 ANTENNA AND COAXIAL CABLE GROUNDING A ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON STRAIGHT RUNS OF COAXIAL CABLE (NOT WITHIN BENDS) 4 COAXIAL CABLE IDENTIFICATION A TO PROVIDE EASY IDENTIFICATION AND UNIFORM MARKING OF ANTENNA CABLING, PLASTIC TAGS SHALL BE USED AT THE FOLLOWING LOCATIONS: 1- FIRST LOCATION IS AT THE END OF THE COAX NEAREST THE ANTENNA (WHERE THE COAXIAL CABLE AND JUMPER ARE CONNECTED). 2, SECOND LOCATION IS INSIDE THE EQUIPMENT SHELTER NEAR THE WAVEGUIDE ENTRY PORT, B- USE ANDREW CABLE TIES (PT.# 27290) TO SECURE IDENTIFICATION TAGS. 5 TESTING VERIZON WIRELESS SHALL PROVIDE AN INDEPENDENT TESTING AGENCY TO PERFORM THE COAXIAL SWEEP TEST & REPORT, THE CONTRACTOR IS TO PROVIDE CLIMBER / QUALIFIED PERSONNEL TO ASSIST IN ANY REPAIRS AND WEATHERPROOFING ONCE THE TEST IS COMPLETE THE CONTRACTOR IS TO PROVIDE VERIZON WIRELESS A MINIMIM OF 48 HOURS NOTICE PRIOR TO THE TIME OF THE SWEEP TEST. GENERAL NOTES ELECTRICAL NOTES: INSTALLATION OF SECONDARY POWER AND CONNECTION TO METER SHALL BE COMPLETED IN COMPLIANCE WITH NATIONAL ELECTRIC CODE, NFPA 70, AND THE STATE LAWS, RULES AND REGULATIONS FOR INSTALLING ELECTRIC WIRES & EQUIPMENT, ALL LATEST ISSUE, AND WITH SPECIFICATIONS PER AS.TM. B 231, B 400, I.C. E.A S651-401, I.C.EA P81-570, & LOCAL PUD. PROVIDE A METER BASE PER LOCAL UTILITY STANDARDS, MOUNT ON SIDE OF OWNER FURNISHED BACK BOARD UNDERGROUND CONDUIT SHALL BE RIGID POLYVINYL CHLORIDE CONDUIT: SCHEDULE 40, TYPE 1, CONFORMING TO UL ARTICLE 651: WESTERN PLASTICS OR CARLON MANUFACTURER. COUPLINGS SHALL BE SLIP-ON, SOLVENT SEALED T PIPE: SOLVENT, WESTERN TYPE COMPATIBLE WITH PVC DUCT. ALL BENDS SHALL BE "WIDE SWEEP" TYPE WITH A 24" MINIMUM RADIUS. ALL CONDUIT UNDER ROADS SHALL BE RGS, (OR PVC ENCASED IN B"x18" RED CONCRETE DUCTBANK). CONDUIT USED INDOORS SHALL BE E M.T„ AND RIGID GALVANIZED STEEL FOR OUTDOORS, COUPLINGS SHALL BE RIGID STEEL AND COMPRESSION TYPE FOR EMT- SET SCREW FITTINGS ARE NOT PERMITTED- FOR ALL STUBS -UPS, USE RIGID GALVANIZED STEEL CONDUIT, WIRE AND CABLE SHALL BE OF THE TYPE AND SIZE AS REQUIRED BY NEC. THERE WILL BE NO SPLICES ALLOWED. PROVIDE HOPE PULLING HAND HOLES AS NEEDED CONTRACTOR SHALL PROVIDE TEST OF THE GROUNDING SYSTEM BY CERTIFIED TESTING AGENT, PROVIDE INDEPENDENT TEST RESULTS TO THE PROJECT MANAGER FOR REVIEW. GROUNDING SYSTEM RESISTANCE TO GROUNDING CONNECTORS SHALL BE INTERIOR UND G GROUND SHALL NOT EXCEED 5 OHMS. ALL ABOVE GRADE IN DOUBLE -LUG COMPRESSION TYPE. ALL BELOW GRADE AND EXPOSED EXTERIOR GROUNDING CONNECTIONS TO PERMANENT EQUIPMENT AND FIXED BUILDING ELEMENTS SHALL BE CADWELD TYPE CARE SHALL BE TAKEN TO REVIEW CONNECTION LOCATIONS AND MATERIAL TYPES TO AVOID POSSIBLE GALVANIC CORROSION. ALL EXPOSED GROUNDING CONNECTIONS TO BE COATED WITH ANTI -CORROSIVE AGENT SUCH AS "NO-OXY", ' NOAOLX" OR "PENETROX". VERIFY PRODUCT WITH PROJECT MANAGER ALL BOLTS, WASHERS AND NUTS USED ON GROUNDING CONNECTIONS SHALL BE STAINLESS STEEL ALL EXTERIOR GROUND BARS SHALL BE COATED WITH ANTI -CORROSIVE AGENT SUCH AS LPS-3 OR AS PER NOTE 6 ABOVE. ALL JUNCTION AND OUTLET BOXES TO BE LABELED WITH KROY TAPE, OR EQUAL, DESIGNATING ALL CIRCUIT NUMBERS CONTAINED IN EACH BOX. CONTRACTOR TO ENSURE ILC PROVIDED WITH (2) INTERNAL TVSS- CONTRACTOR SHALL COORDINATE WITH SITE SURVEY TO LOCATE EXISTING UNDERGROUND UTILITIES WHEREVER POTENTIAL CONFLICTS/ INTERFERENCES EXIST, HAND EXCAVATE TO AVOID DAMAGE. CONTACTALL UTILITIES TO LOCATE UNDERGROUND PIPING IN PUBLIC ROW. VERIFY THAT A,I.C, OF THE UTILITY DOES NOT EXCEED THE A.I.C. RATING OF THE PROVIDED EQUIPMENT SHELTER PACKAGE. IF OVER 10KAIC, PROVIDE FUSIBLE SERVICE ENTRANCE SWITCH AND CONFIRM LOWERING OF AIC TO ACCEPTABLE LEVELS UTILITY POINTS OF SERVICE AND WORK / MATERIALS SHOWN ARE BASED UPON PRELIMINARY INFORMATION PROVIDED BY THE UTILITY COMPANIES AND ARE FOR BID PURPOSES ONLY. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR FINAL AND EXACT WORK / MATERIALS REQUIREMENTS AND CONSTRUCT TO UTILITY COMPANY ENGINEERING PLANS AND SPECIFICATIONS ONLY. CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, PULL ROPES, CABLES, PULL BOXES, CONCRETE ENCASEMENT OF CONDUIT (IF REQUIRED), TRANSFORMER PAD, BARRIERS, POLE RISERS, TRENCHING, BACKFILL, PAY ALL UTILITY COMPANY FEES AND INCLUDE ALL REQUIREMENTS IN SCOPE OF WORK BPA NOTES: No site work can begin until the BPA Reimbursable Agreement is signed by both parties and the required funding is received by BPA. 2. No site work can commence until BPA has issued and approved a final set of construction drawings. The contractor is required to have a copy of the "Approved for Construction' drawings on site at all times. 3. A designated BPA representative must be on site at all times that work is being done by the contractor. This requirement can be modified only with the approval of the BPA Project Engineer. 4. The location of the conduit and resulting fiber must be marked by BPA-provided Omni Balls using approved BPA protocols and standards. Further the contract is required to install Marker Posts with proper decals and contact numbers. The designated BPA representative will provide the Omni balls and will oversee the placement of the Omni Balls and placement of the Marker Posts. 5. Special care needs to be taken by the contractor in the vicinity of the tower so that damage is not done to the grounding systems that are located around fencing and equipment pads of the existing wireless ground facilities. Further care must be taken to avoid damage to the cathodic protection system that extends outward from each tower leg. The designated BPA representative will provide guidance on oversight to help assure that these underground systems are not compromised. 6. No tracer wire or any metallic objects are to be installed in or in proximity to the installed conduits on BPA fee property or within BPA rights -of -way. 7. All fiber optic is to be dielectric - no metallic component within or adjacent to the installed fiber is allowed on BPA fee property or within BPA rights -of -way. 8. No installation of the fiber optic cable is allowed unless there is a designated BPA representative on site. GROUNDING NOTES: 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE DESIGN AND CONSTRUCTION SPECIFICATIONS AND ALL APPLICABLE LOCAL CODES 2 CONDUIT ROUTINGS ARE SCHEMATIC, CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED. 3- THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. 4. ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC (CADWELD). 5. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR & EXTERIOR) SHALL BE FORMED USING TWO (2) HIGH PRESS CRIMPS 6. ALL EXOTHERMIC CONNECTIONS TO THE GROUND RODS SHALL START AT THE TOP & HAVE A VERTICAL SEPARATION OF 6" FOR EVERY ADDITIONAL CONNECTIOM 7, ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL 8. ALL EXTERIOR GROUND CONDUCTORS SHALL BE #2 AWG TIN PLATED COPPER UNLESS OTHERWISE INDICATED. STEEL, 5/8"-10.FT. LONG OR N07E 0 STEEL OR COPPER CLAD L ( S 9. GROU ND RODS SHALL BE STAINLESS OTHERWISE ON PLANS), AND SHALL BE DRIVEN VERTICALLY WITH THEIR TOPS 18" BELOW FINAL GRADE OR 6" BELOW FROST LINE FOR MAXIMUM DEPTH. 10- CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE PERMITTED 11. USE OF 90" BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 450 BENDS CAN BE ADEQUATELY SUPPORTED- 12 GROUND RING SHALL BE LOCATED A MINIMUM OF 24" BELOW GRADE OR 6" MINIMUM BELOW THE FROST LINE 13. INSTALL GROUND CONDUCTORS AND GROUND ROD MINIMUM OF T-0" FROM EQUIPMENT CONCRETE PAD, SPREAD FOOTING, OR FENCE 14- EXOTHERMIC WELD GROUND CONNECTION TO FENCE POST: TREAT WITH A COLD GALVANIZED SPRAY. 15, OBSERVE ME C- AND LOCAL UTILITY REQUIREMENTS FOR ELECTRICAL SERVICE GROUNDING 16. GROUNDING ATTACHMENT TO TOWER SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS OR AT GROUNDING POINTS PROVIDED (2 MINIMUM) 17- MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED 5 OHMS 18. CONTRACTOR TO VERIFY CURRENT GROUNDING STANDARDS PRIOR TO CONSTRUCTION. 9. if any grounds or wire leads are damaged work needs to stop and the designated BPA representative will provide guidance. Any damage to the #4/0 stranded copper ground rings needs to be repaired using exothermic welds - not mechanical repairs are allowed. The designated BPA on -site representative will provide guidance on how repairs are to be made. 10. A final set of'As-Built CDs must be provided to BPA if there are any changes made from what is approved on the construction drawings. 11. The contractor is required to provide suitable portable toilet facilities to be on site at all times that Work is being done. 12. The contractor needs to provide the BPA Project Manager a schedule for this work at least 3-days prior to the anticipated start of construction. 13. Work is authorized only during normal working hours from 7:00 am - until dusk. No night work is authorized unless approved in advance by the BPA Project Manager. 14. Site must be returned to the pre-existing conditions or better following construction. All excess materials will be removed and the site will be left in good condition. 15. Contractor is required to meet all local jurisdiction requirements dealing with traffic controls. 16. BPA will require a pre -constructing meeting just prior to the start of any and all ground work. The BPA project manager and BPA's on -site oversight person will attend. No work is authorized until this pre-construct(onlsafety meeting is conducted by BPA. Additional sap[uirpfety items may be added at the pre -construction meeting. c 0 N 'i WAVE A R C H I T E C T U R E 1133 164TH STREET SW SUITE 202 LYNNWOOD, WA 98007 OFFICE: (425) 778-3800 JAY@NEWWAVEARCH-COM DATE, 4-28-16 PREPARED BY- EWL APPROVED BY- JYS SUBMITTALS NO DATE DESCRIPTION 4-28-16 REVISED PER BPA 2-26-16 REVISED PER NEW SCF 1-7-16 FINAL PERMIT 11-30-15 REVISED PER BPA 9-23-15 REVISED PERMIT 721-15 ANTENNA PLAN UPDATE 6-22-15 PRELIMINARY PERMIT 5-26-15 LEASE EXHIBIT 7867 REGISTERED R HITECT �YDSTA SITE SEA - KITTS CORNER I NEW BUILD 1 NEAR SW CAMPUS DRIVE FEDERAL WAY, WA 98023 SHEET TITLE GENERAL NOTES SHEET NUMBER SP-2 c 0 N Pwc�nc Coa�oawi� NEW WAVE R e H 1 T 9 CC T U R E. 1133 164TH STREET SW SUITE 202 LYNN WOOD, WA 98007 OFFICE: (425) 778-3800 JAY@NEWWAVEARCH-COM DATE- 4-28-16 PREPARED BY- EWL APPROVED BY- JYS SUBMITTALS NO DATE DESCRIPTION 728-16 REVISED PER SPA F25- 66 REVISED PER NEW SCF 1-7-16 FINAL PERMIT 11-30-15 REVISED PER BPA 9-23-15 REVISED PERMIT 9-21-15 ANTENNA PLAN UPDATE 6-22-15 PRELIMINARY PERMIT 5-26-15 LEASE EXHIBIT �$�� REGISTERED R HITECT d-27-1'v JAY Y S 0 STA OF WASHINGTON SEA - KITTS CORNER ( NEW BUILD ) NEAR SW CAMPUS DRIVE FEDERAL WAY, WA 98023 SHEET TITLE OVERALL SITE PLAN SHEET NUMBER A-1 c 0 N PAclrrc roul-a-Ae-UN H IE gild WAVE tftR' C H I T E C T U R. E 1133 164TH STREET SW SUITE 202 LYNNWOOD, WA 90087 OFFICE (425) 770-3800 JAY@NEW WAVEARCH COM DATE, 4-28-16 PREPARED BY- EWL APPROVED BY, JYS SUBMITTALS NOI DATE I DESCRIPTION 4-28-16 REVISED PER BPA 2-25-16 REVISED PER NEW SCF 1-7-16 FINAL PERMIT 11-30-15 REVISED PER BPA 9-23-15 REVISED PERMIT 9-21-15 ANTENNA PLAN UPDATE 6-22-15 PRELIWNARYPERMIT 5-26-15 1 LEASE EXHIBIT REGISTERED R HITECT d-7>3-16 ')IAYY SEtl OF WASHINGTON SITE SEA - KITTS CORNER ( NEW BUILD ) NEAR SW CAMPUS DRIVE FEDERAL WAY, WA 98023 SHEET TITLE ENLARGED SITE PLAN SHEET NUMBER A-2 NEW VERIZON WIRELESS OVP 1 SURGE PROTECTOR MOUNTED A-6 ON PIPE MOUNT ( TOTAL OF 3 (AT TOWER)) NEW VERIZON WIRELESS RRH 5 W/ A2 UNIT MOUNTED ON A$ BACKSIDE OF ANTENNA MOUNTING PIPE STACKED (4 PER SECTOR, TOTAL OF 12) NEW VERIZON WIRELESS DIPLEXER MOUNTED ON ,q..g ANTENNA MOUNTING PIPE (2 PER SECTOR, TOTAL OF 1 G / a GENERAL NOTES 1 VERIFY EACH COAXIAL CABLE LENGTH, DIAMETER, ROUTING, AND ALL MOUNTING APPURTENANCES WITH OWNER PRIOR TO ORDER 2 THE MAXIMUM COAXIAL CABLE LENGTH HAS BEEN ESTIMATED WITH CORRESPONDING CABLE DIAMETER ON THE TABLE ABOVE THIS CABLE LENGTH IS APPROXIMATE AND IS TO BE USED FOR CONSTRUCTION, ACTUAL ANTENNA CABLE LENGTHS MAY VARY FROM ESTIMATED MAXIMUM LENGTH AND MUST BE VERIFIED 3 TAG ALL MAIN CABLES AT TWO (2) LOCATIONS: A -AT ANTENNAS B - INSIDE EQUIPMENT SHELTER / CABINET NEAR THE WAVEGUIDE ENTRY PORT. 4 EACH COAX SHALL BE SUPPORTED WITH COLUMN GRIP (CHINESE FINGER GRIP) HUNG FROM A J-HOOK AT TOP OF TOWER. 5 EACH COAX SHALL BE GROUNDED AT (3) THREE LOCATIONS; ANTENNA PLATFORM, TOWER BASE AND BUILDING ENTRY PORT. NEW VERIZON WIRELESS FRAME BRACKING AND TIE BACK AS REQUIRED PER STRUCTURAL PANEL ANTENNA AND ANTENNA CABLE SCHEDULE ANTENNA NUMBER OF CABLE ANTENNA ANTENNA SECTOR ANTENNA ANTENNA TIP AZIMUTH DOWNTILT RRH OVP DIPLEXER RUNS PER CABLE CABLE QUANTITY SIZE HEIGHT ANTENNA SIZE LENGTH ALPHA 1 NEW -850/PCS 8'-0" B'4" 97'-0" 97'-0" 20' 0-8 4 RRH WI A2 1 2 (AWS/PCS) 1 NEW HYBRID 6 x 12 t 125'-0" ALPHA 1 NEW - 700/AWS 20' 0-0 BETA 1 NEW -850/PCS 8'-0" STA' 165" 0-8 4 RRH W/ A2 1 2 (AWS/PCS) 1 NEW HYBRID 6 x 12 t 125'-0" BETA 1 NEW -700/AWS 8'-0" grey 165° 0-8 GAMMA 1 NEW -850/PCS T-T 8114r 245° 0-8 4 RRH W/A2 1 2 (AWS/PCS) 1 NEW HYBRID 6 x 12 t 125'-0" GAMMA 1 NEW -700/AWS 8'-0' .gr4r 245 0-8 TOTAL 6 ANTENNAS 12 RRH W/ A2 3 OVP 6 DIPLEXER 3 HYBRID CABLES QUANTITY 1 NEW ANTENNA PLAN AT 97'-0" A.G.L. (TIP HEIGHT) SCALE- 1/2' - 1'-O' 122x34), 1/4' - 1'-O' (11x17) NEW VERIZON WIRELESS ,. ANTENNA CABLE `' q.7 ROUTING ON EXISTING LATTICE TOWER EMSTING 125.1- HIGH TOWER LEG WITH CLIMBING PEGS NEW VERZON WIRELESS 2 ANTENNAS (2 PER SECTOR, TOTAL OF 6) 1171 <0 NEWVERIZON WIRELESS 5' WIDE ANTENNA MOUNTING e FRAME. GAMMA SECTOR A_7 SITE PRO 1 # TAP472 OR / -APPROVED "A' NEW VERIZOH YNRELESS SLIDING UNIVERSAL TAPER 8 PIPE MOUNT W/ 12" STAND OFF. A-7 SITE PRO1 #TAM-3U OR jRPPR6VEll EQUAL NEW ANTENNA PLAN AT 97'-0" A.G.L. (TIP HEIGHT) r� -•ke0 G 4� WAVE ARC H I T E C T U R E 1133 164TH STREET SW SUITE 202 LYNNWOOD, WA 98087 OFFICE: (425) 778-3800 JAYQNEWWAVEARCH COM DATE, 4-28-16 PREPARED BY- EWL APPROVED BY- JYS SUBMITTALS NO DATE DESCRIPTION 4-28-16 REVISED PER BPA 2-25-16 REVISED PER NEW SCF 1-7-16 FINAL PERMIT 11-30-15 REVISED PER BPA 9-23-15 REVISED PERMIT 9-21-15 ANTENNA PLAN UPDATE 6- 22-15 PAEiIMIRARY PERMIT 5-26-15 LEASE EXHIBIT 7887 REGISTERED R HITECT S•28-rS JAY Y.SEO STA OF WASHINGTON SITE SEA - KITTS CORNER 1 NEW BUILD ) NEAR SW CAMPUS DRIVE FEDERAL WAY, WA 98023 SHEET TITLE ANTENNA PLAN, SCHEDULE, 1 AND NOTES 11, NORTH ,SWEET NUMBER A-3 7 NEW VERIZON WIRELESS I m eDIPLEXER MOUNTED ON I A-6 ANTENNA MOUNTING PIPE 1 (2 PER SECTOR, TOTAL OF 6): NEW VERIZON WIRELESS \ ANTENNAS (2 PER SECTOR, \ TOTAL OF 6) . p,$ (SHOWN FROM DIRECTION OF SECTORIZATION FOR CLARITY) I �r i NEW VERIZON SURGE t 8 PROTECTOR/OVP MOUNTED I ON PIPE MOUNT (3 OVPS @ / ANTENNA LEVEL) NEW VERIZON WIRELESS 5 RRH MOUNTED TO BACKSIDE A-8 OF ANTENNAS (4 PER SECTOR, TOTAL OF 12) - 7 4 EXISTING BPA ILITY LINES TO Ral I 1 1 NEW VERIZON WIRELESS 3 ANTENNA CABLE ROUTING A-7 ON EXISTING LATTICE TOWER (3 HYBRID CABLES) 1, 2 NEW VERIZON WIRELESS EQUIPMENT CABINETS A-8 MOUNTED ON 13'-0"X15'-0" CONCRETE PAD 4 NEW VERIZON WIRELESS UTILITY RACK MOUNTED A-7 ON CONCRETE PAD NEW VERIZON WIRELESS 3 6'-0" HIGH CHAINLINK FENCE Pr8 AND (5) 5'-0" WIDE GATES WITH BARBED WIRES ATOP NEW VERIZON SURGE 6 PROTECTOR/OVP MOUNTED A•8 ON POST (4 OVPS @ NEAR EQUIP. CABINETS) PAINT NOTE: ANTENNAS AND APPURTENANT EQUIPMENT PAINTED TO MATCH EXISTING CONDITION _ TI EXIS7G TOWER \ NEW VERIZON WIRELESS \ \ T DIPLE%ER MOUNTED ON m I EXISTING BPA INSULATORS ANTENNA MOUNTING PIPE (2 PER SECTOR, TOTAL OF 6) I1 I 110T�0m-orx- 1 NEW VERIZON WIRELESS _ 2 ANTENNAS (2 PER SECTOR, TOTAL OF 6) (SHOWN FROM DIRECTION OF SECTORIZATION FOR _.� LlNEWVERIZ{it1_*"NNAS CLARITY) g7-0, I er \ _ 0% NE• w VE VCN ANTENNAB_ i 43,0' E%ISTING BPA INSULATORS I C JS \ \ ) 5 NEW VERIZON WIRELESS RRH MOUNTED TO BACKSIDE NEW VERIZON SURGE PROTECTOR/OVP MOUNTED 8 OF ANTENNAS(4 PER ON PIPE MOUNT (3 OVPS @ A•6 SECTOR, TOTAL OF 12) ANTENNA LEVEL) 1 EXISTING BPA UTILITY LINES TO REMAIN 1 a 1 1 { EXISTING BPA INSULATORS ( I -EXISTING 125 VIHIGH BPA EXISTING 1' HIGH BPA LATTICE TOWER (TACO, , ER (TACO. LATTICE TOWER COVI, LINE 4, MILE 4,� COVI, LINE 4, MILE 4, TOWER 2) / / TOWER 2) EXISTING TOWER LEG WITH CLIMBING PEGS NEW VERIZON WIRELESS GPS ANTENNA MOUNTED 3 TO ICE BRIDGE POST. FIELD VERIFY LOCATION NEW VERIZON WIRELESS FLOODLIGHT, TYP P, 6 e 1, 2 A-8 NEW VERIZON WIRELESS EQUIPMENT CABINETS MOUNTED ON 13'-0-x15'-0" J NEW VERIZON WIRELESS FLOODLIGHT, TYR 8 9 A 6 CONCRETE PAD NEW VERIZON WIRELESS CABLE ICE 1 A-8 NEW VERIZON WIRELESS AND (5) 5'-0" WIDE 6'-0" HIGH CHAINLINK FEN GATES CE - NEW CABLEICEIZON COAXIAL A-7 e COAXIAL BRIDGE A 7 WITH BARBED WIRES ATOP BRIDGE E%i i1NGGRADE NEW RF NG SIGN 0.0, NEW VERIZON WIRELESS UTILITY NEW VERIZON SURGE pROT CTOR/OVP MOUNTED A-6 INSTALLED ONIEXISTING TOWER LEG WITH A-5 A-T CONCRETE PADMOUNTED ON POST (3 OVPS @ NEAR CLIMBING PEGS EQUIP. CABINETS) NEW NORTHEAST ELEVATION I ELEVATIONS SCALE' 1• - 10'-0. (22x34), 1• - 20'-0• (11x17) NEW SOUTHEAST ELEVATION c 0 N WAVE j RICH ITECTU RE 1133 164TH STREET SW SUITE 202 LYNNWOOD, WA 98087 OFFICE: (425) 778-3800 JAY@NEWWAVEARCH-COM DATE- 4-28-16 PREPARE�BY- EWLAPPROVJYS SUBMITTALS NOI DATE I DESCRIPTION 4-28-16 REVISED PER BPA 2-25-16 REVISED PER NEW SCF 1-7-16 FINAL PERMIT 11-30-15 REVISED PER BPA 9-23-15 REVISED PERMIT 9-21-15 ANTENNA PLAN UPDATE 6-22-15 PRELIMINARY PERMIT 5-26-i5l LEASE EXHIBIT ,)REGISTER]ED41TE.16 Y Y. SEOOF WASHING SITE SEA - KITTS CORNER 1 NEW BUILD 1 NEAR SW CAMPUS DRIVE FEDERAL WAY, WA 98023 SHEET TITLE ELEVATIONS SHEET NUMBER A-4 NEW VERIZON WIRELESS DIPLEXER MOUNTED ON A-0 ANTENNA MOUNTING PIPE / (2 PER SECTOR, TOTAL OF 6) N NEW VERIZON WIRELESS ANTENNAS 2 (2 PER SECTOR, TOTAL OF 6) I A•6 (SHOWN FROM DIRECTION OF SECTORIZATION FOR CLARITY) i NEW VERIZON WIRELESS RRH MOUNTED TO BACKSIDE A$ OF ANTENNAS(4 PER SECTOR, TOTAL OF 12) I I " NEW VERIZON SURGE ) PROTECTOR/OVP MOUNTED A•6 ON PIPE MOUNT (3 OVPS @ ANTENNA LEVEL) — 1 1 � I � EXISTING BPA ILITY LINES TO REMAAN 1 NEW VERIZON WIRELESS 3 GPS ANTENNA MOUNTED A-6 TO ICE BRIDGE POST. FIELD VERIFY LOCATION )I'l G LJ I I I I I 1 EXISTING 125 V HIGH BPA LATTICE TOWER (TACO, COVI, LINE 4, MILE 4, TOWER 2) NEW VERIZON WIRELESS ANTENNA CABLE ROUTING 3 ON EXISTING LATTICE A-7 TOWER (3 HYBRID CABLES) 1,2 NEW VERIZON WIRELESS EQUIPMENT CABINETS WIRELESSCONCRETE A-6 MOUNTED ON 13'-O" z15'-0"NEW DLIGHVERIZ. TYPNEW PADFLOODLIGHT.. VERIZON WIRELESS3 6'-0" HIGH CHAINLINK FENCENEW ulq VERIZON WIRELESSA$ COAXIIAL CABLE ICEBRIDGE AND (5) 5'-0" WIDE GATES WITH BARBED WIRES ATOP NEW VERIZON WIRELESS NEW RF WARNING SIGN INSTALLED ON EXISTING UTILITY RACK MOUNTED TOWER LEG WITH CLIMBING PEGS A-5 ON CONCRETE PAD - NEW VERIZON WIRELESS POWER METER AND GENERATOR PLUG ON FENCE NEW SOUTHWEST ELEVATION 1 JELEVATIONS I SCALE- 1° = 10'-0• (22x34), 1• = 20'-0° (11x17) PAINT NOTE: ANTENNAS AND APPURTENANT EQUIPMENT PAINTED TO MATCH EXISTING CONDITION 41 TI IS 'G TOWER 12i 1" EXISTING BPA INSULATORS 1107 T7 NEW VERIZON ANTENNAS g7,LY �I; NEW VERIZON ANTENNAS_ 93.0' QUST3NG SPA INSULATORS 6g. T E:I I TINE BPA INSULATORS B6.T EXISTING GRADE 0.0' T NEW VERIZON WIRELESS DIPLEXER MOUNTED ON ANTENNA MOUNTING PIPE (2 PER SECTOR, TOTAL OF 6) NEW VERIZON WIRELESS 2 ANTENNAS A 6 (2 PER SECTOR, TOTAL OF 6) (SHOWN FROM DIRECTION OF SECTORIZATION FOR CLARITY) 5 NEW VERIZON WIRELESS A 6 RRH MOUNTED TO BACKSIDE OF ANTENNAS(4 PER SECTOR, TOTAL OF 12) EXISTING BPA UTILITY LINES TO REMAIN EXISTING TOWER LEG WITH CLIMBING PEGS 6, 9 NEW VERIZON WIRELESS A-6 FLOODLIGHT. TYP — 1 NEW VERIZON WIRELESS A.T COAXIAL CABLE ICE BRIDGE 6 NEW VERIZON SURGE A 6 PROTECTOR/OVP MOUNTED ON POST (3 OVPS @ NEAR EQUIP. CABINETS) NEW VERIZON SURGE PROTECTORIOVP MOUNTED 6 ON PIPE MOUNT A-6 (3 OVPS @ ANTENNA LEVEL) EXISTING 125. V HIGH BPA LATTICE TOWER (TACO, COVI, LINE 4, MILE 4, TOWER 2) NEW VERIZON WIRELESS EQUIPMENT CABINETS 1, 2 MOUNTED ON 13'-0'k15'-0" A-0 CONCRETE PAD NEW VERIZON WIRELESS 6-O" HIGH CHAINLINK FENCE AND (5) 5'-0" WIDE GATES A'S WITH BARBED WIRES ATOP NEW NORTHWEST ELEVATION PAe�ric NEW WAVEI RCN 1 T E C T U R E 1133 164TH STREET SW SUITE 202 LYNNWOOD, WA 98067 OFFICE:(425) 776-3600 JAY@NEWWAVEARCH COM DATE, 4-28-16 PREPARED BY- EWL APPROVED BY, JYS SUBMITTALS NOI DATE I DESCRIPTION 4-28-16 REVISED PER BPA 2-25-16 REVISED PER NEW SCF 1-7-16 FINAL PERMIT 11-30-15 REVISED PER BPA 9-23-16 REVISED PERMIT 9-21-15 ANTENNA PLAN UPDATE 6-22-15 PRELIMINARY PERMIT 726-15 LEASE EXHIBIT '7887 REGISTERED R HITECT 4-2B-1( JAY Y SEO STA OF WASHINGTON SITE SEA - KITTS CORNER 1 NEW BUILD ) NEAR SW CAMPUS DRIVE FEDERAL WAY, WA 98023 SHEET TITLE ELEVATIONS SHEET NUMBER A-4.1 PROJECT BATTERY SYSTEM DATA BATTERY TYPE VALVE REGULATED LEAD ACID (VRLA) 32 C A D TECHNOLOGIES, INC. NO, OF BATTERIES BATTERY MANUFACTURER MODEL NUMBER TEL12-18OF DIMENSIONS 2201" W x 12.60' H x 4.95"DP WEIGHT 131.0 LBS PER BATTERY NO OF CELLS PER UNIT SPECIFIC GRAVITY LEAD WGT PER CELL ELECTROLYTE WIEGHY PURE SULFURIC ACID ELECTROLYTE) ELECTROLYTE VOLUME (LBS) I PER CELL (LBS) WEIGHT (LBS) PER CELL (GAL) TOTAL (GAL) 6 1.320 15.0 4.6 1.9 0.4 768 BATTERY REPLACEMENT NOTE: SHELF MOUNTED WITHIN CSAIUL, TYPE 3R RATED, SELF-CONTAINED ENCLOSURE CABINET WITH ENVIRONMENTAL CONTROLS BATTERY NOTE: IF TOTAL BATTERY ELECTROLYTE CAPACITY OF MORE THAN 50 GALLON SHALL COMPLY WITH TABLE 608.1 ON THIS PAGE — VRLA BATTERY NOTE: 1. THERMAL RUNAWAY - BATTERY SYSTEM SHALL BE INSTALLED WITH BATTERY MONITORING SYSTEM FOR THERMAL RUNAWAY PREVENTION AND PROTECTION. (MFR. BY MARCONI -THERMAL RUNAWAY MANAGEMENT SYSTEM, OR APPROVED EQUAL ACCEPTED BY THE CITY OF SEATTLE FIRE DEPARTMENT.) TABLE 608.1 r BATTERY REQUIREMENTS ( FOR BATTERY ELECTROLYTE CAPACITY OF MORE THAN 50 GAL. SHALL COMPLY WITH THIS TABLE) NON-RECOMBANT BATTERIES RECOMBANT BATTERIES REQUIREMENTS FLODDED LEAD FLOODED MCK-CAD VALVE REGULATEDlJr1L11AFI0N ACID BATTERIES Ili BATTERIES LEAD ACID I'll BATTEFES BATTERIES 8AFETY CAPS WA WA ' pgp,21 WA COMMENTS: PER MANUFACTURER, THE MISENDURE II PRODUCT ATL-35 UTILIZES A COMBINATION FLAME ARRESTORIVENT CAP MAyy IiEAERI w` WA WA I WA COMMENTS: SEE VRLA BATTERY NOTE#1 THERMAL RUNAWAY PROCEDURE ACTION SIGNAGE SHALL BE POSTED FOR EASY ACCESS IN ALL BATTERY AREAS. SPLL CONTROUL WA WA WA1 WA COMMENTS: SPILL CONTROL NOT REQUIRED BY IFC FOR THIS TYPE OF BATTERY. HOWEVER, IF THE LOCAL JURISDICTION REQUIRES, THEN PROVIDE SPILL CONTROL FOR BATTERIES CONTAINING MORE THAN 50 GALLONS OF ACCUMULATIVE ELECTROLYTE VOLUME ALL BATTERY ENCLOSURE CABINETS SHALL BE EQUIPPED WITH A LIQUID TIGHT INTERIOR TRAY LINER INSTALLED AT THE BOTTOM OF THE ENCLOSURE TO SUIT THE JURISDICTIONAL CODE REQUIREMENTS NEUTRALIZATIONWA WA MUaa..621 WA COMMENTS: NEUTRALIZATION PILLOWS OR SOCKS AS MANUFACTURED FOR SUCH PURPOSES SHALL BE EMPLOYED AND PLACED AT THE INTERIOR BASE OR PERIMETER OF ENCLOSURE AS PER NEUTRALIZATION DEVICE MANUFACTURERS RECOMMENDATION VENTILATION WA WA 180SGV BO0.B2I WA COMMENTS: CONTINUOUS VENTILATION SHALL BE PROVIDED AT A RATE OF NOT LESS THAN 1 CUBIC FOOT PER MINUTE PER SQUARE FOOT (1 CUF[I MIN ISgFt) OF FLOOR AREA OF THE ROOM, OR NOT LESS THAN 1 CUBIC FOOT PER MINUTE PER SQUARE FOOT (1 OUR / MINI SgFt) OF FLOORAREA COVERED BY THE CABINET- SIGNAGE WA WA fB ". WA COMMENTS: CODE SPECIFIED BATTERY ROOM SAFETY SIGNAGE, HAZARDOUS MATERIAL SIGNAGE (4 DIAMOND) AND THERMAL RUNAWAY PROCEDURE SIGNAGE SHALL ALL BE CLEARLY POSTED IN ALL BATTERY AREAS SEISMIC PROTECTION WA WA rSYES WA COMMENTS: BATTERY STORAGE ENCLOSURE CABINETS AND ANCHORAGE ARE DESIGNED TO EXCEED ALL IBC CODE REQUIRED SEISMIC FORCES FOR SITE SPECIFIC INSTALLATIONS SMOKE DETECTION I WA WA (B09AI WA COMMENTS: N/A OUTDOOR APPLICATION NOTE: CODE REFERENCES ARE TO 2012 INTERNATIONAL FIRE CODE FOR STATIONARY STORAGE BATTERY SYSTEMS. - NOT TO SCALE 0 0 0 A WARNING NOTICE A NOTICE A GUIDLINES FOR WORKING IN RADIO FREQUENCY ENVIRONMENTS /////////���///��� ���yyy A All personnel should have electromagnetic energy (EME) awareness [raining �� O� A All personnel entering this site must be authorized Thermal Runaway Procedure Posting A® Obey all posted signs Attachment A to Thermal Runaway procedure A Assume all antenna are active Handling Overheating Batteries or Thermal Runaway in Verizon Wireless `\ A Before working on antennas, notify owners and disable appropriate transmitters (A Copy of this page shall be laminated or place in a plastic sheet protector and A Maintain minimum 3 feet clearance from all antennas posted in all battery area. BEYOND THIS POINT: RADIO FREQUENCY BEYOND THIS NOTE: NOTE: A Do not stop in front of antennas RADIO FREQUENCY FIELDS AT THIS INSTALL PER POINT MAY EXCEED THE FCC INSTALL PER If you encounter batteries too hot to touch or that make hissing or whistling noises SITE EXCEED THE FCC RULES FOR MANUFACTURER GENERAL PUBLIC EXPOSURE LIMIT MANUFACTURER A Use personal RF monitors while working near antennas from their vents: HUMAN EXPOSURE SPECIFICATIONS AND FCC SPECIFICATIONS AND FCC AND VERIZON WIRELESS OBEY ALL POSTED SIGNS AND SITE GUIDELINES AND VERIZON WIRELESS A Never operate transmitters without shields during normal operation FOR WORKING IN RADIO FREQUENCY GUIDELINES - There is is a fire re smoke •�.w IES MR WORKING OqurD cDOFZR; nr GUIDELINES ® Do not operate base station antennas in equipment room - If the fire alrtns are going GuioEurvEe ran wDA a IN . IN i rnEouErvcY ENVIRONMENTS r,r,.wD.wAnmuolua,.I r, rr.wr�wrrr - IF there is a strong rotten egg a(Hydrogen sulfide) odor o��ee.A,eerAEeer«<.E„�snrvs„�A,b�rei °`� ot,oO Important: Take no action that could produce a spark and ignite airborne hydrogen RF WARNING SIGN 3 RF WARNING SIGN 4 RF NOTICE SIGN If you encounter batteries too hot to touch but there is no smoke and it is safe to 2 NOT TO SCALE NOT TO SCALE NOT TO SCALE remain in facility: - Call for help o o Increase ventilation cur in battery area CAUTION Reduce charge current either bturning off enough rectifiers so that the load _ bare[ is covered orb loweringthe float voltage CORROSIVE LIQUIDS Increase cooling in the battery area if possible If there is a spill or other hazardous stuareon call the Environmental Hotline at WEAR IN CASE OF PROTECTIVE EQUIPMENT 1 e0o ae&7soo Do not over -react to battery emergencleS. 8uming batledesrelease polentiaily EMERGENCY Ieathal conceniraflons of toxic gasses or other chemicals and should be handled by �+ trained First Responders (Fire Department) wish appropriate protective clothing and CALL N.O"C.C" Self Contained Breathing Appaaratus(SCBA) Beyond this point: _ NOTE 1-800-264-6620 NOTE: NOTE: _ _ _ Radio frequency fields at this site INSTALL PER FNSTALL PER INSTALL PER may exceed the FCC rules for MANUFACTURER DWdi R MANUFACTURER MANUFACTURER human exposure. SPECIFICATIONS AND FCC - - SPECIFICATIONS AND FCC SPECIFIAND VERIZON SAND FCC SS AND VERIZON WIRELESS AND VERIZON WIRELESS For your salary obey all palled signs and site GUIDELINES CORROSIVE LIQUIDS GUIDELINES GUIDELINES guidelines for Walling m radio Irequency WEAR PROTECTIVE EQUIPMENT e .m• u.o�,ncrA i,b,Nl O O p�- 5 RF CAUTION SIGN 6 CORROSIVE LIQUIDS SIGN N.O.C.C. SIGN L:LE MAL RUNAWAY PROCEDURE NOT TO SCALE NOT TO SCALE SCALE NOT TO SCALE C. O N 'i NEW R C H i T E 1133 164TH STREET SW SUITE 202 LYNNWOOD. WA 98087 OFFICE: (425) 778-3800 JAY@NEWWAVEARCRCOM DATE- 4-26-16 PREPARED BY- EWL APPROVED BY, JYS SUBMITTALS NO DATE DESCRIPTION EVISED PER BPA REVISED PER NEW SCF W15ANTENNA FINAL PERMIT REVISED PER BPA REVISED PERMIT ANTENNA PLAN UPDATE PRELIMINARY PERMIT LEASE EXHIBIT 7887 REGISTERED HFrECT 4.2�•'h JAY Y SEO STA OF WASHINGTDN SITE SEA - KITTS CORNER ( NEW BUILD I NEAR SW CAMPUS DRIVE FEDERAL WAY, WA 98023 SHEET TITLE BATTERY AND SIGNAGE DETAILS SHEET NUMBER A-5 NOTES: 1. INSERT SCISSOR BRACKETS BETWEEN THE UPPER GPS ANTENNA R ANTENNA MOUNTING BRACKET AND THE UPPER POLE 5 ADAPTER BRACKET. SECURE USING 112 INCH HARDWARE 1 1/4" NOMINAL DIAMETER (1.66" GENERAL NOTES: 1. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES, REGULATIONS 5 6 7 PROVIDED. 2,TO SET THE DEGREE OF DOWNTILT, ALIGN THE DESIRED 4 HOLES ON THE SCISSOR BRACKETS AND SECURE USING D.) X Z4r MAX, SCHEDULE 40 STEEL MOUNTING 40 GALVANIZED PIPE (SEE NOTE 4) AND SAFETY REGULATIONS, ALL OSHA REGULATIONS, ALL PUBLIC AND MUNICIPAL AUTHORITIES, 5/16 INCH HARDWARE PROVIDED. 3, THE NUMBER OF CONNECTORS WILL VARY BASED ON VALMONT MICROFLECT AND ANY UTILITY COMPANIES' REGULATIONS AND DIRECTIVES, ya j ANTENNA TYPE UNIVERSAL PIPE ADAPTER KIT r PART NO B1534 Z THE DRAWINGS AND SPECIFICATIONS AREA GENERAL DIRECTIVE FOR THE SCOPE OF WORK OPTIONAL DOWMTILT EXACT DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD. THE CONTRACTOR IS TO VERIFY BRACKET ICE BRIDGE POST OR SIMILAR THE DIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL POST - DISCREPANCIES TO REPRESENTATIVE ANY MINOR ERRORS AND OMISSIONS IN THE 2 DRAWINGS AND SPECIFICATIONS DOES NOT EXCUSE THE CONTRACTOR FROM COMPLETING THE PIPE MOUNT (TYP) GROUNDINGKIT PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. VALMONT MICROFLECT PART XB1001 OR APPROVED EQUAL #2 AWG, GROUND WIRE 3, CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS AND ELECTRICAL LINES AND ANTENNA MOUNTING. Y" DIA COAX CABLE. 5"MIN 4. VERIFICATION THAT EXISTING TOWERIPOLE CAN SUPPORT THE PROPOSED ANTENNA, COAX 8 PANEL ANTENNA (TYP) BENDING RADIUS ADDITIONAL EQUIPMENT LOADING IS TO BE DONE BY OTHERS. PARTS: `( ITEM QTY DESCRIPTION 1 1 ADAPTER, POLE, LOWER 1 BRACKET, DOWNTILT, POLE BRACKET, DOWNTILT, ANTENNA AF1 5 112 X 1 HEX HEAD BOLT 6 112 SPLIT WASHER 5 2 5/1 X 1 HEX HEAD BOLT �7 2 5116 SPLIT WASHER 5) 4 112" THREADED ROD 9 8 12" SPLIT WASHER 12 112" NUT NOTES 1, LOCATION OFANTENNAMUST HAVE CLEAR VIEW OF SOUTHERN SKY AND CANNOT HAVE ANY BLOCKAGES EXC CF0IN(3251A OFTHE SURFACE AREA OF A HEMISPHEREAROUND THE GPS ANTENNA 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA 3. THE WEIGHT OF THE ANTENNA MOUNT- 6 5 LBS 4. IF ICE BRIDGE OR SIMILAR POST IS NOT GROUNDED, PROVIDE GROUNDING WITH #2 AM TINNED BARE rnoovo mn PYnTHFRMICAI I Y RnNn n TO I OWER PART OF POST AND CONNECTED TO GROUND GENERAL NOTES ANTENNA MOUNTING HARDWARE GPS ANTENNA MOUNTING DETAIL NOT USED 1 F2 3 4 NOT TO SCALE RRUS NOTE: 15 L61" 1. RRH MOUNTED NEAR ANTENNAS. 2 CONTRACTOR TO VERIFY WITH MANUFACTURER SPEC's FOR MOUNTING DETAILS ICE BRIDGE POST OR SIMILAR go e c 3. RRH DETAIL AS SHOWN AS A REFERENCE AND IS POST. K SUBJECT TO CHANGE. POLE MOUNTED 4, PLATFORM SHOWN AS TYPICAL VERIFY ACTUAL�oo e RRH CONDITIONS IN FIELD. NOTE: PIPE MOUNT RRUS CAN ONLY BE PAINTED ON SUNSCREEN 0 ADAPTER Ac 10. ° ANTENNA PIPE SURGE PROTECTOR/OVP MOUNTED TO ICE BRIDGE FRONT SIDE BOTTOM ANTENNA PIPE MOUNT (TYP) I '� WITH 1/2"0U-BOLTS AND NUTS MOUNT (TYP) POLE MOUNT AS REQUIRED BRACKETPER A2 UNIT EQUIPMENT MFR ,I'I_. SURGE PROTECTOR/OVP SPEC, _ MOUNTING BRACKET A2 MOUNTED TO BACK I noo CEO ODD DEn SIDE OF RRH UNIT -v DGDD EDGE 112`0 U-BOLT OEED DEDD ISOMETRIC VIEW RRH UNIT -• PLAN VIEW , RRH + A2 MOUNTING DETAIL SURGE PROTECT OR/OVP DETAIL 5 6 NOT TO SCALE NOT TO SCALE I DIPLEXER NOTE: 40 W LED FLOODLIGHT. MFR. BY RAB PROVIDE TIMER SWITCH. COORDINATE 40 W LED FLOODLIGHT. MFR BY RAB LIGHTING, PART NO. FFLED39 1. DIPLEXERS MOUNTED AT ANTENNAS. 2 CONTRACTOR TO VERIFY WITH LIGHTING, PART N(1 FFLED39 (BRONZE FINISH) WITH CONSTRUCTION BRONZE FINISH ( ) MANUFACTURER SPEC's FOR MOUNTING MANAGER FOR TYPE DETAILS, FLOOD LIGHT HOOD IF REQUIRED BY AND TIME DURATION. FLOOD LIGHT HOOD IF REQUIRED BY 3. DIPLEXER DETAIL AS SHOWN AS A JURISDICTION, BY RAD LIGHTING. JURISDICTION, BY RAD LIGHTING REFERENCE AND IS SUBJECT TO CHANGE. MATCH FINISH MATCH FINISH 4. PLATFORM SHOWN AS TYPICAL VERIFY PANEL ANTENNAS ACTUAL CONDITIONS IN FIELD. LL PROVIDE MOUNT FITTING AS _j It PROVIDE MOUNT FITTING AS REQUIRED (ARM, TRUNNION & SLIM L7 a REQUIRED (ARM, TRUNNION 8 SLIM o FITTING) MFR BY RAS LIGHTING ANTENNA MOUNT S N `� FITTING) MFR BY RAB LIGHTING SHOP FABRICATED 3" SCHEDULE 40 PLATFORM o ¢ ¢ STEEL GALV, PIPE WELDED TO 8" X B" X DIPLEXER MOUNTING 3"0 SCHD. 40 STL GALV, PIPE PL Z' STL BASE PLATE W/ 1 z' CIR HOLE ` 1 PLATE m CUT @ CENTER FOR ROUTING n�❑❑ / a THREADED 3 12 FINISH GRADE y)g• EMBEDMENT. 4 FOR BASE PLATE, I I �u PROVIDE NUTS TOP 8 BOTTOM OF DOWN-TILT T !-=i!! �� MINIMUM 2500 PSI CONCRETE PLATE FOR HEIGHT ADJ. BRACKETS CONCRETE SLAB 2 jE �1 _ •_ ' _ L ELECTRICAL CONDUIT, TYP. �+ REFER TO ELECTRICAL SHEETS v, - UIG ELECTRICAL CONDUIT, TYP REFER TO DETAIL -A 17 S CHEMICAL ANCHOR AT CONC. BY HILTI OR APPROVED EQUAL U-BOLT CONNECTION TO ANTENNA DIPLEXER I ., PROVIDE TIMER SWITCH. COORDINATE WITH CONSTRUCTION MANAGER FOR 2 1X X GUSSET PLATE WI 6" LO THE. BASE PLATE AND POST, MOUNT DETAIL-A 7'•D " TYPE AND TIME DURATION BOTH SIDES. MIN. DIA FLOOD LIGHT DETAIL FLOOD LIGHT MOUNTING DETAIL DIPLEXER MOUNTING DETAILS 8 NOT TO SCALE $ NOT TO SCALE 7 NOT TO SCALE p V O N WAVE ARCH IDIE E0TL)RE. 1133 164TH STREET SY SUITE 202 LYNNWOOD, WA 90007 OFFICE: (425) 778-3600 JAY@NEWWAVEARCH COM DATE- 4-28-16 PREPARED BY EWL APPROVED BY JYS SUBMITTALS NO DATE DESCRIPTION 4-26-16 REVISED PER BPA 2-25-16 REVISED PER NEW SCF 1-7-16 FINAL PERMIT 11-30-15 REVISED PER SPA 9-23-15 REVISED PERMIT 9-21-15 ANTENNA PLAN UPDATE 6-22-15 PRELIMINARY PERMIT 5-26-15 LEASE EXHIBIT 7887 REGISTERED R HITECT JAY Y. 5 0 STA OF WASHINGTON SITE SEA — KITTS CORNER 1 NEW BUILD ) NEAR SW CAMPUS DRIVE FEDERAL WAY, WA 98023 SHEET TITLE DETAILS SHEET NUMBER A-6 OACVAN1ZEA. STEEL PIPE CAP "U" BOLT WITH WASHER WAVEGUIDE BRIDGE KIT (SITE PRO #1624D-A3 OR ARCHITECT APPROVED EQUAL) W/ ADDITIONAL 10'-0" LONG WAVEGUIDE BRIDGE KIT(S) IF REQUIRED. SUPPLIED AND INSTALLED BY CONTRACTOR ---COAXIAL ANTENNA CABLE IL SUPPLIED BY AT&T INSTALLED ^ } P"2� BY CONTRACTOR H R � �I-` �/` � WAVEOUME BRIDGE HANGER 0 7 NOT USED "w z� 2 �r C? Q 3" DIA SCH 40 GALV STEEL CL r m D_ ELEC- SERVICE POST @ 6'-0" 0 C HYBRID ANTENNA CABLES ENTRANCE W/ FUSIBLE ELEC. SERVICE ' - - _ J I FUTURE CABINET DISCONNECT ENTRANCE W/ FUSIBLE DISCONNECT TELCO PROVIDE APPROPRIATE I, - r = _ _ v- ENCLOSURE CABLE CLAMPS FOR 39' WIDE CABLE P1000 UNISTRUT SAFETY BOX ANTENNA CABLES AS LADDER, MFR BY SITE l � ) W DIA GALV- REQUIRED. PRO,#WCL12 OR 1 APPROVED EQUAL STD PIPE FINISH GRADE - f- 7 lu o 11tP !JI ri I SHOP FABRICATED 3" SCHEDULE l u l I I I I t f JI y P1000 UNISTRUT 40 STEEL GALV. PIPE WELDED TO I I - 3/8" LAG SCREW - MINIMUM 2500 PSI F r I AUTOMATIC - - - - - - ` B"XB"X1/2"STL BASE PLATE W/ I I L _-J 1���� I TO POST AS REQ CONCRETE } I 1-1/2" CIR HOLE CUT @ CENTER TRANSFER SWITCH & II ��"� I FOR MOUNTING `i II FOR ROUTING OF EQUIPMENT LOAD CENTER CABINETS(TYP) (4) - 1/2" DIA STAINLESS STEEL 1 1 I T§r H (Ij KIM BOLT TZ ANCHORS W/3-1/4" -- t7 I EMBED. AT BASE PLATE, a CONCRETE SLAB PROVIDE NUTS TOP & BOTTOM 7. OF PLATE FOR HEIGHT ADJ. CONDUITS PERK 3' MIN, CHEMICAL ANCHOR AT CONIC. BY ELECTRtEAL • • 4' CONDUITS OR HILTI OR APPROVED EQUAL, �!'? ; ; !'! !'! MFR/UTILITY G UNIVERSAL LADDER - EXISTING TOWER SIDE ELEVATION REQUIREMENTS MIN DIA ATTACHMENT KIT, MFR BY SITE DIAGONAL MEMBER 3mir _^ PRO, #CLK-U OR APPROVED ��'!' `� '\ EQUAL TYPICALAT TWO �21/2"X5"X318"THK GUSSET FRONT ELEVATION TOWER DIAGANOLS PER 20' OF PLATE W/ 3/16" WELD TO BASE LADDER PLATE AND POST, BOTH SIDES. 1 ICE BRIDGE DETAIL 3 CABLE ROUTING DETAIL 4 UTILITY RACK NOT TO SCALE NOT TO SCALE NOT TO SCALE LEASE AREA ACCESS DRIVE BASE COURSE: 4" MIN BASE COURSE: 6" MIN, EXISTING TOWER LEG OF COMPACTED A-B OF COMPACTED 3" COARSE AGGREGATE COARSE AGGREGATE. SLIDING UNIVERSAL TAPERED PIPE TOP COURSE: 4" MIN TOP COURSE: 3" MIN. MOUNTS WITH 24' STANDOFF OR OF COMPACTED 3/4" OF COMPACTED A-B 12" STAND OFF - WASHED ROCK COARSE AGGREGATE MFR BY SITE PRO 1: T . + #TAM-3U-L OR #TAM-3U SEE ANTENNA PLAN- SHEET A-2 EXISTING GRADE �! STABILIZING ROD, TO BE STABILIZER FABRIC WITHIN LEASE AREA, - --- CONNECTED TO EXISTING TOWER (TYPICAL) U N.O-- (MIRAFI 50OX) 1 5 % --{ I • u ...:- ,,ram -; — - ^^ ^ . I :1. CROSS ARM LENGTH PER I ANTENNAPLAN. L _ ^ A f _ --.i,_ ^ ^ ^-1 • UNIVERSAL TUBULAR -ARM I� SEE SHEETA-2- 1 . PIPE MOUNTS, {I'I'• -'ill T-i MFR BY SITE PRO 1: • COMPACTED SUBGRADE 90 % #TAP-472. OUTLINE OF NEW ANTENNAS FOR NATIVE MATERIAL AND 4 1/2"X 72" VERTICAL PIPE MOUNTING PIPES, TYP 95 % FOR IMPORTED SELECT ...//J AND 60" CROSS -ARMS, I �` BACKFILL PER ASTM D1557 - SQUARE TUBING ,�[ OUTLINE OF ANTENNAS AS { REQUIRED SEE PLAN 7GRAVEL PAVING DETAIL 6 ANTENNA MOUTING DETAIL NOT TO SCALE NOT TO SCALE 1F A V T U R 1133 164TH STREET SW SUITE 202 LYNNWOOD, WA 98067 OFFICE'. (425) 778-3600 JAY@NEWWAVEARCRCOM DATE- 4-28-16 PREPARED BY, EWL APPROVED BY- JYS SUBMITTALS NO DATE DESCRIPTION 4-26-16 REVISED PER EPA 2-25-16 REVISED PER NEW SCF 1-7-16 FINAL PERMIT 11-30-15 REVISED PER BPA 9-23-15 REVISED PERMIT 9-21A5 ANTENNA PLAN UPDATE 6-22-15 PRELIMINARY PERMIT 5-26-15 LEASE EXHIBIT 7887 REGISTERED HITECT 4.26.16 JAY Y. SEO STA OF WASHINGTON SITE SEA - KITTS CORNER 1 NEW BUILD 1 NEAR SW CAMPUS DRIVE FEDERAL WAY, WA 98023 SHEET TITLE DETAILS SHEET NUMBER A-7 1 ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND STIPULATED IN 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AC, 1. 301. A.C.L 318 AND THE SPECIFICATION PROJECT SUMMARY_ THE SPECIFICATION CAST -IN -PLACE CONCRETE. 2 RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE 2. UNLESS NOTED OTHERWISE, ALL CAST -IN -PLACE CONCRETE SHALL BE NORMAL A �� REMOVED FROM THE SITE AND DISPOSED OF LEGALLY, WEIGHT, AIR -ENTRAINED CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH DAYS. TYPE 1-II PORTLAND CEMENT WILL 3/4" R TYP ------- REBARS 8" 3 THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM OF 2500 POUNDS PER SQUARE INCH AT 28 - - 95 a@ 4" GRAVEL THE PCS EQUIPMENT, TOWER AREAS, AND ADJACENT BUILDINGS BE USED WITH A MAXIMUM AGGREGATE SIZE OF 3/4"AND 6% t1%AIR - _ - O.C. EACH WAY (WHERE SHOWN ON PLANS) — TO MATCH EXIST 4- NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND FROZEN MATERIALS. SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR ENTRAINMENT. ALL CONCRETE WILL HAVE A MAXIMUM WATER/CEMENi (NC) RATIO OF 0.4& - 4. PAVEMENT OR GRADE EMBANKMENT, 5- THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM 3. ALL CONCRETE FLATWORK SHALL HAVE A STIFF BROOM FINISH AND HAVE A SLOPE OF 1/3" PER FOOT UNLESS NOTED OTHERWISE io _ •:a =3, =';%tea•=' i=r :' cY�' GRADE PRIOR TO THE CRUSHED STONE APPLICATION. 4. REINFORCING BARS SHALL BE NEW BILLET STEEL CONFORMING TO A.S.TM, A615, - 12" - 36" GRADE 60, DEFORMED. a LLI- - _ - FIELD VERIFY SUBGRADE AND BASE: PREPARATION' 5. DETAIL, FABRICATE AND ERECT REINFORCEMENT BARS, INCLUDING BAR w L JL 1.-6. 1. FOR SLAE3.ON GRAgE CONSTRUCTION IT WILL BE NECESSARY TO OVEREXCAVATE THE SITE BY 2'-0" AND IMPORT AN APPROVED GRANULAR FILL SUPPORTS, SPACERS, ETC. IN ACCORDANCE WITH "DETAILING OF CONC. REINFORCEMENT" (A C.I. 315-80, REV. 1986). - • #5 REBARS I_ -I_-, 1jyp• L THE FILL SHALL BE COMPACTED TO AT LEAST 95 % OF THE MAXIMUM DRY UNIT WEIGHT WITH A MOISTURE CONTENT WITHIN 2% OF THE OPTIMUM MOISTURE 6. UNLESS OTHERWISE NOTED, ALL LAP SPLICES SHALL BE CLASS B CONFORMING TO ACI 318-95. COMPACTED SOIL TO MIN 95% CONTENT AS DETERMINED BY THE MODIFIED PROCTOR TEST (ASTM D-1557). 7. A CHAMFER OF 1" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE IN t— - MODIFIED MAX DENSITY PER ASTM 2. COMPACTION REQUIREMENTS APPLY TO BACKFILL FOR UTILITY TRENCHES AND ACCORDANCE WITH ACA 301 SECTION 424 UNLESS OTHERWISE NOTED & CONCRETE WORK SHALL BE COORDINATED WITH THE MECHANICAL, EQUIPMENT, SEE PLAN _ D1557 METHOD D (TO BE VERIFIED FOUNDATION EXCAVATIONS WITHIN STRUCTURES, DRIVEWAYS, OR PARKING LOT AREAS.COMPACTION SHALL BE ACCOMPLISHED BY PLACING THE FILL IN AND ELECTRICAL WORK TO ASSURE THAT ALL AFFECTED PIPES, CONDUITS A WITH SITE SPECIFIC SOIL REPORT). SUCCESSIVE, HORIZONTAL, APPROXIMATELY SIX -TO EIGHT -INCH LOOSE LIFTS INSERTS, ETC. ARE IN PLACE AND VERIFIED BEFORE PLACING CONCRETE. AND MECHANICALLY COMPACTING EACH LIFT TO AT LEAST THE SPECIFIED 9, CONCRETE COVER FOR REINFORCING BARS SHALL CONFORM TO THE FOLLOWING MINIMUM DRY DENSITY. UNLESS INDICATED OTHERWISE ON THE DRAWINGS: PLAN SECTION A -A' 3. ANY ORGANIC MATERIAL, DELETERIOUS MATERIAL, OR DISTURBED SOIL SHALL • CONCRETE EXPOSED TO WEATHER OR IN CONTACT WITH GROUND = 2 BE REMOVED FROM FLATWORK AREAS. 4. THE GROUND SURFACE SURROUNDING EXTERIOR STRUCTURES SHALL BE INCHES • CONCRETE CAST AGAINST EARTH = 31NCHES SLOPED TO DRAIN AWAY IN ALL DIRECTIONS. 10. COORDINATE LOCATION OF STEEL ANCHOR BOLTS WITH STEEL FABRICATOR NOTES: PRIOR TO INSTALLATION IN FIELD, 11. CONTRACTOR SHALL PROVIDE SLEEVES FOR ALL WALLISLAB PENETRATIONS 1. FOR CONCRETE NOTES SEE GENERAL NOTES (PIPING, CONDUIT,ETC.) POWER, TELCO AND COAX TO ENTER SITE UNDER 2. GRAVEL SHALL BE NATURAL OR CRUSHED GRAVEL EQUIPMENT SLAB. WITH 100 PERCENT PASSING 1 INCH SIEVE. CONCRETE SLAB AND NOTES NOT TO SCALE NOTES: 1/2" DIA HARDWARE `_ µ e ! 1. ALL CORNER POSTS SHALL HAVE BARB WIRES/ARMS CABINET CONNECTION TO 1 y. 1 LEANING OUT- N SKID PER MFR. SPECIFICATIONS (TYP) ' v 2• ALL CENTRAL DROP BAR ASSEMBLIES SHALL HAVE AN ALUMINUM TYPE MUSHROOM HEAD, PART NO 15912 MANUFACTURED BY MASTER HALCO, INC. OR 1 W6 x 15 STL. SLEEPER (TMP) APPROVED EQUAL THE MUSHROOM HEAD SHALL CONCRETE AS SHOWN. TOP RAIL �1 /. EMBEDDED INTO FOUNDATION "r 3. ALL STEEL MATERIAL SHALL BE HOT -DIPPED REED ANCHOR AT CONC. TO BE 1/2" DIA HILTI KWIK �r EQUIPMENT J CABINET GALVANIZED AND CONFORM TO FEDERAL SPECIFICATION RR-F 191. FENCING WIRE AND POST (EQUIPMENT SIDE) BOLT TZ, MIN. 31/2" f� 5l METAL (GATES, CHAIN LINK FENCE FABRIC AND EMBEDDMENT @ 24" O-C., �;:F •:•ff y.F••�•;�t: ;l .f„•;/�. •f fj ACCESSORIES) STAGGERED :••I• 4. GATE HINGE BOLTS SHALL HAVE THEIR THREADS ' PEENED OR WELDED TO PREVENT UNAUTHORIZED I REMOVAL BARBED WIRE ARM DETAIL ~ \ A -�'-- • - ' - -- SCALE 1 1/2' - l'-O' REINFORCED I ' CONCRETE PAD 3" SCH. 40 PIPE (3 1/2" O.D,) 3 STRANDS OF 12.5 GA GALV. CORNER AND GATE POST 2" BARBED WIRE WITH 14 GA 4 SCH- 40 PIPE (2 3/8" O.D) POINT BARBS AT 5" O C EQUIP. CABINET ANCHOR INTERMEDIATE POST SEE 6X3$C 2 9EE EXISTING 17-0" MAX. .-�. 1 1l4" BARCE SCH 40 PIPE (1 NOT TO SCALE GATE OPENING 5/8"O.D) 6'-0" MAX 6'-0" MAX. p � HINGES(TYR) -. (-- .iB GA 2"x2"GALVANIZED • I FENCE FABRIC HORZ PIPE JOINED WITH LINE RAIL STRETCHER BARS, FULL CLAMP CENTRAL HEIGHT, NOT LESS THAN PROP BAR 3/16" x 3/4" MIN. CROSS #9 GA TIE WIRE ALL �-Y SECTION ON ALL GATES POSTS RAILS AND AND CORNER POSTS BRACES (24" O.C. TYP.) PROVIDE 36" LONG 3/8" DIA .� CHAIN LINK WELDED TO 1 LEADING GATE PIPE WITH 3IB" DIA. STEEL TRUSS PADLOCK(MASTERLOCK ROD WITH TURNBUCKLE #175LH WITH REMOVABLE AT ALL GATE CORNERS, CORE) GATE AND END PANELS 51 GATE POST . GATE FRAME (TYP) PLUN(MR #7 GA. GALV.. TENSION WIRE CATCH SET IN CONTINUOUS CONCRETE �F 2500 PSI MIN. CONC, (TYP,) DIA FOR CORNER AND GATE POST, l'-O" DIA FOR LINE POST CNP ) CHAIN LINK GATE DETAIL 3 NOT TO SCALE 0 N P, 11%a WAVE R C H I T E C T U R£ 1133 164TH STREET SW SUITE 202 LYNNWOOD, WA 98087 OFFICE (425)778-3800 JAY@NEWWAVEARCFLCOM DATE- 4-28-16 PREPARED BY- EWL APPROVED BY- JYS SUBMITTALS DATE DESCRIPTION r 4-2B-16 REVISED PER BPA 2-25-16 1 REVISED PER NEW SCF 1-7-16 FINAL PERMIT 11-30-15 REVISED PER BPA 9-23-15 REVISED PERMIT 9-21-15 ANTENNA PLAN UPDATE 6-22-15 PRELIMINARY PERMIT 5-2 15 LEASE EXHIBIT '7881 REGISTERED HITECT 4 I616 JAYY50 STA OF WASHINGTON SEA - KITTS CORNER l NEW BUILD ) NEAR SW CAMPUS DRIVE FEDERAL WAY, WA 98023 SHEET TITLE DETAILS SHEET NUMBER A-8 r r / r � NOTE: + THE LOCATION OF UTILITY CONDUIT ROUTING SHOWN ON THE PLANS ARE APPROXIMATE - COORDINATE EXACT CONDUIT ROUTING AND / STUB UP LOCATIONS WITH UTILITIES AND / r VERIZON CONSTRUCTION MANAGER PRIOR TO / ■ ROUGH -IN. R TO C []))!A7 N is ' F BY: CENTERLINE SOLUTIONS PM: JAY RASMUSSON DATE: 11-17-15 ' / / / NOTE: FIBER ROUTE TO BE CONFIRMED BE FIBER PROVIDER / Jao" i I / / I I f / 1 /f NEW VERIZONISOLATION TRANSFORMESFORME R �J EXISTING ASPHALT PAVED TRAIL WALKWAY �EXI8TING GRASS / BRUSH AREA —\ 9uYN AWE EXISTING CONC WALKWAY EXISTING CONC DRIVEWAY APRON v v o EXISTING WOOD BOLLARDS, LOCKED r1 / ' ,NEW VERIZON 20' WIDE / ACCESS —EXISTING TRANSMISSION TOWER _/ / / / EASEMENT NEW VERIZON 17'-0" X / / EXISTING GRAVEL 17'-0" LEASE AREA UNDER / / DRIVE EXISTING TRANSMISSION rOWER / / / / 4 EXISTING TELCO PEDESTAL EXISTING PSE UTILITY VAULT �� f` ` /, .', / ♦ ♦ / EXISTING TELCO PEDESTAL 000, � / NEW 25KVA TRANSFORMER � '� / I I F E F EXISTING STL BOLLARDS,TYP EXISTING ASPHALT PAVED TRAIL WALKWAY EXISTING /fI SIGNAGE, TYPJ 1 lUTILITY ROUTING PLAN SCALE' 1/16' = 1'-O' ';o 00"/-d'x I♦ 1101 4 / f / CONTRACTOR TO ROUTE W CONDUIT WITH PULL TAPE FROM NEW / / TRANSFORMER APPROX 245'EAST NEW VERIZON 10' WIDE / TO THE NEW DISCONNECT AND METER BASE ON NEW FENCE. UTILITY EASEMENT WITH / / UTILITY ROUTING / I CONTRACTOR TO INSTALL TWO (2) 4" / CONDUIT WITH TWO (2) 2 1/4" INNDERDUCT EACH WITH MULE TAPE AND TRACE TAPE FROM TELECOMMUNICATIONS FACILITY TO THE ROW ALONG 12TH AVE SW. FIBER ROUTE TO BE CONFIRMED BY FIBER BPA NOTE - PROVIDER / WIRING DIAGRAM FOR LOCATIONS WHERE THE METER AND ISOLATION / TRANSFORMER ARE LOCATED AT THE PCS COMPOUND / / PC5 i (.iflur 1 t U+1r1Ay swimM ro"Tal y ��.ArtSFtlky�E� `\ v�aTErt r I !L r 11 o�4�N ot.hl t r 1 dw+i a r' Y M� I �' � � 1 f I / ♦ �a�Yu-+s�+0+ I s tl I I Grr-gfr-r NORTH k5 �owlPllAfT NOTE: * AN ELECTRICAL NEUTRAL MAYBE INSTALLED IN THE CONDUIT ALONG WITH THE BLACK'HOT' LEGS HOWEVER THE NEUTRAL MUST BE ELECTRICALLY ISOATED AT ONE, OR PREFERABLY, BOTH ENDS 3'C WIPULLWIRE -- NEW UTILITY METER WITH MAIN BREAKER MOUNTED NEMA 3R '' TO UTILITY RACK PER �.,.-, nc�,nr POWER CO. STANDARDS TO POINT OF UTILITY CONNECTION, 200A SIZE CONDUCTORS 2P PER NEC PANEL A POWER CABINET 1 #4 CU-3/4"C. TO GROUNDING SYSTEM — SVSTEM 3-M & 1-N GND, 2" C -"300 & 146 GND, T C 200AGENERATOR .a-. RECEPTACLE PANELBOARD WITH INTEGRATED AUTOMATIC TRANSFER SWITCH PROVIDED BY VERIZON WIRELESS •24W & 1-#6 GND, TO VERIZON ONE -LINE DIAGRAM EQUIPMENTS (200A, 1201240V, SINGLE PHASE, 3W) 2 IFR TO SCALE RESTORE SURFACE COARSE MATERIAL USE THIS SECTION AND BASE COARSE MATERIAL TO UNDER PAVEMENT USE THIS SECTION ORIGINAL CONDITION AFTER OR VEHICLE UNDER GRASS _-__ -_ 1. 1 —.1 nose INSTALLATION OF UTILITIES GRADE ANDCOMPACTTO 95% OF MAXIMUM 3 NOTE: BACKFILL MATERIAL SHOULD BE SUITABLE MATERIAL FREE OF ORGANIC WITHOUT ANY ROCK GREATER THAN 4" IN SIZE IN THE GREATEST DIMENSION DENSITY IN ACCORDANCE WITH ASTM D-1557, SURFACE TO LEVEL A-B 3I4' CRUSHED COARSE AGGREGATE COMPACTED TO 95% STANDARD PROCTOR RETURN ORIGINAL MATERIAL TO TRENCH, COMPACT TO 95% OF MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D-1557 PROVIDE PANDUIT UNDERGROUND HAZARD TAPE'CAUTION-ELECTRICAL LINE BURIED BELOW ENTIRE LENGTH OF THE CONDUIT RUN SAND CONDUIT FOR NEW ELECTRICAL SERVICE, IF REQUIRED (SEE UTILITY AND SITE PLANS.) PROVIDE APPROVED PULL BOXES AS REQUIRED AND COORDINATE INSTALLATION WITH ALL UTILITY COMPANIES FOR INTERFACING AT TERMINATION POINTS PROVIDE FULL LENGTH PULL ROPES (TYPJ CONDUIT FOR NEW TELEPHONE SERVICE, IF REQUIRED (SEE UTILITY AND SITE PLANS) PROVIDE APPROVED PULL BOXES AS REQUIRED AND COORDINATE INSTALLATION WITH ALL UTILITY COMPANIES FOR INTERFACING AT TERMINATION POINTS PROVIDE FULL LENGTH PULL ROPES (TYP ) UTILITY CONDUIT TRENCHING NOT TO SCALE 1, ALL SERVICE EQUIPMENTS AND INSTALLATIONS TO COMPLY WITH THE LATEST NEC AND LOCAL UTILITY COMPANY AND LOCAL JURISDICTIONAL CODE REQUIREMENTS 2. LOCATE ALL EXISTING UNDERGROUND UTILTIES PRIOR TO ANY TRENCHING OR EXCAVATION 3, CONTRACTOR SHALL PROVIDE ELECTRICAL SERVICE EQUIPMENT WITH FAULT CURRENT RATINGS GREATER THAN THE AVAILABLE FAULT CURRENT FROM THE UTILITY POWER 4, CONTRACTOR SHALL INSTALL 36" OF FLEX CONDUIT WITH ALL CONDUIT FITTINGS NECESSARY FOR CONNECTION TO THE BTS EQUIPMENT CABINET- 5 ALL POWER. EQUIPMENT GROUNDING YWRINO AND CONTROL IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR (9W AWG OR LARGER, UNLESS NOTED OTHERWISE 1, 15WV, OIL RESISTANT THHN OR THWN-2. CLASS 1) STRANDED COPPER CABLE RATED FOR 75'C BOTH WET AND DRY OPERATION, LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED. NOTES 0 N TIN A V E ARC H ITECTUIiE 1133 164TH STREET SW SUITE 202 LYNNWOOD, WA98087 OFFICE (425) 77&3800 JAY@NEWWAVEARCH COM DATE 4-28-16 PREPARED BY, EWL APPROVED BY- JYS SUBMITTALS I DESCRIPTION 4-28-16 REVISED PER BPA [NO1DATE 2-25-16 REVISED PER NEW SCF 1-7-16 FINAL PERMIT 11-30-16 REVISED PER BPA 9-23-15 REVISED PERMIT 9-21-15 ANTENNA PLAN UPDATE &22-15 PRELIMINARY PERMIT 5-26-15 LEASE EXHIBIT EGISTERED R HITECT4•SB-16 Y. SEOWASIINGTON J SITE SEA - KITTS CORNER ( NEW BUILD ) NEAR SW CAMPUS DRIVE FEDERAL WAY, WA 98023 SHEET TITLE UTILITY ROUTING PLAN SHEET NUMBER E-1 TYP EQUIPMENT COMPOUND GROUNDING PLAN GROUNDING PLAN AND NO SACALE- 1/4' - T-O', (22x34) 1/8' - 1'-0' (11xl7) NORTH NOTE: REFER TO SHEET E-4 & E-5 FOR BPA GROUNDING NOTES AND DETAILS TO BE IMPLEMENTED ON THIS SITE. i ANTENNA GROUNDING PLAN (AT 97.0' A.G.L.) NORTH KEY NOTES PROVIDE #4/0 BARE TINNED COPPER LOCATED 30" BELOW FINISH GRADE FOR (2) EXTERIOR GROUND RING. PROVIDE 5/8" DIAMETER x 10'-0" LONG DRIVEN COPPER GROUND ROD LOCATED BETWEEN 10'-0" TO 15'-0" ON CENTER. GROUND INSPECTION AND TEST WELL. SEE DETAIL CONSTRUCTION 8 REQUIREMENTS. PROVIDE TINNED COLLECTION GROUND BAR AT EACH ANTENNA SECTOR AND MOUNTING PIPE. FINAL LEAD FROM COLLECTION GROUND BAR TO EXTERIOR GROUND BAR NEAR CABLE BRIDGE W/ #2 GREEN INSULATED STRANDED COPPER CONDUCTOR. PROVIDE #4/0 BARE SOLID TINNED COPPER CONDUCTOR FROM C 5 7 EXOTHERMIC WELD CONNECTION AT EXTERIOR GROUND RING TO MECHANICAL CONNECTION TO NEW ELECTRICAL ENCLOSURES. PROVIDE #4/0 STRANDED GREEN INSULATED COPPER CONDUCTOR FROM MECHANICAL CONNECTION AT NEW TELECOMMUNICATIONS (g 7 EQUIPMENT TO MECHANICAL CONNECTION AT EXTERIOR GROUND BAR- FINAL LEAD FROM GROUND BAR TO EXTERIOR GROUND RING W/ (2) #4/0 BARE SOLID TINNED COPPER CONDUCTOR - PROVIDE #4/0 BARE SOLID TINNED COPPER CONDUCTOR FOR 7 GROUND CONNECTION TO WAVEGUIDE BRIDGE PIPE SUPPORT - PROVIDE EXOTHERMIC CONNECTION AT EACH PIPE SUPPORT PROVIDE (2) #4/0 BARE SOLID TINNED COPPER CONDUCTOR FROM { g y EXOTHERMIC WELD CONNECTION AT EXTERIOR GROUND RING TO L� EXOTHERMIC WELD CONNECTION AT TOWER GROUND RING - PROVIDE EXTERIOR GROUND BAR MOUNTED AT BASE OF LATTICE TOWER. PROVIDE CABLE GROUNDING KITS. FINAL GROUND BAR 0 LEAD FROM LOWER EXTERIOR GROUND TO GROUND RING W/#4/0 BARE SOLID TINNED COPPER CONDUCTOR - PROVIDE #4/0 BARE SOLID TINNED COPPER CONDUCTOR FROM EXOTHERMIC WELD CONNECTION AT EXTERIOR GROUND RING TO 10 EXOTHERMIC WELD CONNECTION AT NEW FENCE POST PER BPA.SEE SHEET E4 AND E-5 PROVIDE #410 AWG BARE SOLID TINNED COPPER CONDUCTOR FROM, EXOTHERMIC WELD CONNECTION AT EXTERIOR GROUND RING TO 1 T EXOTHERMIC WELD CONNECTION AT GATE FENCE POST, PROVIDE FLEXIBLE COPPER GROUND CONDUCTOR WITH EXOTHERMIC WELD AT POST AND GATE 12 PROVIDE ANODE TEST STATION PER BPA. SEE SHEET E4 AND E-5. NEW METER GROUNDING #4/0 AWG TINNED SOLID BARE COPPER f3 WIRE CADWELDED TO NEW GROUND ROD PROVIDE #410 BARE SOLID TINNED COPPER CONDUCTOR FROM 14 EXOTHERMIC WELD CONNECTION AT EXTERIOR GROUND RING TO NEW FLOODLIGHT POST AT BASE. 15 PROVIDE TOWER LEAD INSULATED GROUND WIRE PER BPA SEE SHEET E4 AND E-5 SB PROVIDE ANODE PER BPA SEE SHEET E4 AND E-5 GENERAL NOTES- 1. ALL CADWELD CONNECTIONS ON GALVANIZED SURFACES SHALL BE CLEANED THOROUGHLY AND COVERED WITH TWO (2) COATS OF SHERWIN WILLIAMS GALVANITE PAINT B350W3 OR EQUAL 2. ALL ELECTRICAL CADWELD AND MECHANICAL GROUND CONNECTIONS WILL HAVE NON -OXIDATION COMPOUND APPLIED TO CONNECTION. 3. ANY METAL OBJECTS WITHIN 6 FEET OF THE EXTERNAL GROUND RING SHALL BE GROUNDED. 4 ALL GROUNDING MATERIALS AND CADWELD MOLDS, SHOTS, ETC., SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR, UNLESS OTHERWISE NOTED, 5 THE ELECTRICAL CONTRACTOR SHALL FOLLOW GROUNDING SYSTEM INSTALLED AND TESTING PROCEDURES AS DESCRIBED IN THE GENERAL ELECTRICAL PROVISIONS. LEGEND ITEM DESCRIPTION ® 5W DIAMETER x 19-V LONG COPPER CLAD GROUND ROD, MINIMUM 30' BELOW GRADE, AT MINIMUM 10'-0' O.C. TO MAXIMUM 16-0.O.C. jHARMR a810 TEST WELL Aa AWG TINNED $OLID BARE COPPER WIRE. MINIMUM _ 3T BELOW GRADE. OR 5"BELOW LOCAL FROST LINE — — O— EXOTHERMIC WELD CONNECTION �— — MECHANICAL CONNECTION EA c 0 N W WAVE R C H 1133 154TH STREET SW SUITE 202 LYNNWOOD, WA 98087 OFFICE (425) 778-3800 JAY@NEVNWAVEARCH.COM DATE, 4-28-16 PREPARED BY- EWL APPROVED BY- JYS SUBMITTALS Nol DATE I DESCRIPTION 4-28-16 REVISED PER BPA 2-25-16 REVISED PER NEW SCF 1-7-16 FINAL PERMIT 11-30-15 REVISED PER BPA 9-23-15 REVISED PERMIT 9-21-15 ANTENNA PLAN UPDATE 6-22-15 PRELIMINARY PERMIT 5-26-15 LEASE EXHIBIT 7887 REGISTERED HITEOT 4.2&16 JAY Y. STA OF WASHINGTON SITE SEA - KITTS CORNER 1 NEW BUILD ) NEAR SW CAMPUS DRIVE FEDERAL WAY, WA 98023 SHEET TITLE GROUNDING PLAN AND NOTES SHEET NUMBER E-2 FINAL GRADING -SEE SITE v TO ANTENNAS ANTENNA CABLE \ ___Z:_ FINAL GRADING - SEE SITE PLAN - TXD RX1 WEATHERPROOFING KIT Z RXO (TYP-) WEATHERPROOFING KIT 2112"0 MAX z INSPECTION HANDHOLE COVER (SEE NOTE 3) Z JUMPER REQUIRED ONLY z #4/0 AWG TINNED SOLID BARE STANDARD GROUND KIT ap O INSPECTION HANDHOLE FOR 1 )"0 CONNECTION FOR CABLE GROUND KIT o: g COPPER WIRE CADWELD EASE OF CONNECTION (T�'P•I C) a REFER TO NOTE #6 AWG STRANDED CONNECTION TO GROUND ROD - - -- (TYp.) If ? C r N COPPER GROUND WIRE _ - - [GROUNOEC TO GROUND o: �pV1 xr FLONG COPPER CONNECTOR I ) CABLENRAY TO A CABLE IN am (SEE NOTE I&2) ANTENCADWELD ! •, CLAD GROUND ROD WEATHERPROOFING KIT ) I EQUIPMENT LOCATION #4/O AWG INSULATED SIB" DIA x 10'-0" LONGj{ru~ E ER TO NOTE 2 (TMP-) CONNECTION OF COAX CABLE GROU N D KIT GREEN, (TYP.) COPPER CLAD GROUND ROD TO ANTENNA CABLE LL rc �- � CADWELD CONNECTION COLLECTION GROUND (TYPE-GY) BAR MOUNTED NOTE: �I �_ FROM ANTENNA FRAME AWG NEARIBELOW ANTENNA SEE GROUNDING PLAN FOR r° CLEAN SAND FILL SUPPORT THIS SH .REFER TO DETAILS, NOTES: COMPRESSION LOCATIONS CONNECTOR 1, DO NOT INSTALL CABLE GROUND KIT ATABEND AND ALWAYS (TYPICAL) DIRECT GROUND WIRE DOWN TO GROUND BAR RADIUS BEND 1'-O' SOLID TINNED BARE COPPER WIRE )KIT MINIMUM (TYPICAL) CADWELD CONNECTION TO �#2 AWG STRANDED, 2 GTWO-HOLE LUG. SHALL BE ANDREW SUREGROUND TYPE KIT WITH GROUND ROD, SEE GROUNDING FROM ANTENNA MAST AIR —#2AWG STRANDED, INSULATED COPPER PLAN TERMINALS (WHEN INSULATED COPPER CONDUCTOR BONDED TO 3 WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK HORIZONTAL GROUND NOTE: REQUIRED) CONDUCTOR GROUND WIRE ALONG SHALL NOT BE USED CABLE Y TO RING SPLICE SEE GROUNDING PLAN FOR LOCATIONS EXTERIORA RGROUND BAR 1 GROUND RING DETAIL 2 [CADWELD INSPECTION WELL3 COAXIAL CABLE GROUND WIRE TO GROUND BAR CONNECTION NOT TO SCALE TO SCALE NOT TO SCALE COAXIAL CABLE GROUNDING #2 AWG STRANDED JUMPER W/ SHORT STRANDED CU WIRE WITH KITS WITH 2 HOLE COMPRESSION LUGS (7YP ) BAREL COMPESSION LUGS (T&B #54205 GREEN, 60OV, THHN/rHWN OR #5407), USE STAR WASHERS, LOCK INSULATION_ SIZE AS WASHERS, AND SHEET METAL SCREWS SPECIFIED LONG BARREL COMPRESSION TO SECURE TO EXTERNAL GROUND PANI SCHEME SPECIFICATIONS: LUGS WITH (2) 5/16" BOLTS AND LOCK WASHES WTH 2 AWG BAR BY CONTRACTOR, INSULATED STRANDEDJUMPER PRO(7UCER fP1 FROM WAVEGUIDE PLATE CONNECTS TO WIRELESS EQUIPMENT CABINETS, CABLE ENTRANCE TWO -HOLE LUG, BOLTED GROUND BAR (CEGB), MAIN DISTRIBUTION FRAME GROUND BAR (MDFB), AND TO GROUND BAR USING STANDBY ENGINE -GENERATOR SET FRAME AND OTHER NOISE PRODUCING 4' X 20"X 1/4" THICK TINNED COAXIAL GROUND KITS W/ LONG W 18 x 1 t14"STAINLESS EQUIPMENT COPPER GROUND BAR BARREL COMPRESSION LUGS WI TWO STEEL HEX HEAD BOLTS (HARGER GBI 14420ATT) (2) ("0 BOLTS AND LOCK WASHERS AND HARDWARE. ABSQRBER IA} (TYP.) SUPPLY AND INSTALLED BY CONNECTSTO THE EARTH ELECTRODE SYSTEM INCLUDING CENTRAL CONTRACTOR- - N OFFICE GROUND GRID, BUILDING STRUCTURAL GROUND, METALLIC WATER _ o 0 4 0 O O❑ D O o 0 0 0 0 0 o STANDOFF INSULATOR MOUNTING P �•• _ I ® o o ❑ D O O P O O O 0 0 00000 o ® BRACKET (HARGER #R4150-A4 O O GROUND BAR ON WALL, O O ./� 0 O Q ELECTRICAL SERVICE ENTRANCE GROUND PIPE SYSTEM, ANTENNA SUPPORTING STRUCTURE GROUND SYSTEM, AND OR EQUAL) ,wFLOOR OR ON ANTENNA lVf '�� � TMB"DIA,(TYP.) TOWER O O � �._ O O O ON- - ® O O O O O -r; ' - -` CON ECT$ TO EQUIPMENT NOT IN AN ISOLATED GROUND ZONE (IGZ) SUCH STAINLESS STEEL MOUNTING O O O O 4" x 10" x I" THK. COPPER GROUND BAR Q ❑ AS CBN EQUIPMENT FRAME GROUNDS AND DC GROUND CONDUCTORS FOR BRACKETS (HARGER #WBKT-1 ` W/ 4" INSULATED STAND OFF. (HANGER CAD WELD WITH #4/0 AWG �. DC POWER SYSTEMS THAT SERVE CBN OR BOTH CBN AND IBN EQUIPMENT OR EQUAL) t #GBI-14410) SUPPLY AND INSTALL BY SOLID TINNED BARE CU 29 CONTRACTOR WIRE OR STRANDED CU IS[XATED (1) O O WIRE WITH GREEN, 60OV, CONNECTS TO THE SINGLE POINT CONNECTION BAR (SPCB), FOR IBN #410 AWG TINNED SOLID BARE HWN INSULATION THHNITEQUIPMENT #4/0 AWG INSULATED STRANDED COPPER CONDUCTOR DOWNLEAD COPPER CONDUCTOR DOWNLEAD TO TO ANTENNA STRUCTURE, - CADWELD TO GROUND BUILDING, RING GROUND 1 BAR WITH FINAL CADWELD 10" MASTER GROUND BAR OR OTHER FINAL OR MGB 'GROUND BARS BOTTOM OF CONNECTION TO GROUND RING GROUNDING POINT TOWERS OR MONOPOLES SHALL USE EXOTHERMIC CONNECTION 4 COLLECTION GROUND BAR 5 GROUND BAR CONNECTION DETAIL AND NOTES 6 MASTER GROUND BAR NOT TO SCALE NOT TO SCALE �•. �� LJ.4 i 1 IE STAINLESS STEEL LUG -� --e• _ I� + �f f�`�"et� FENCE FABRIC GATE CLAMPED TO FENCE - _ CADWELD CONNECTION Type GT Type TA Type VV Type VS Type XB FENCE POST CADWELD CONNECTION THROUGH CABLE TO TOP OF TEE OF HORIZONTAL RUN AND THROUGH VERTICAL CABLE TO CABLE TAP DOWN AT 45A TO CROSS OF HORIZONTAL CABLES i1410 AWG TINNED GRADE GROUND ROD TAP CABLES VERTICAL STEEL SURFACE OR VERTICAL STEEL SURFACE OR LAPPED AND NOT CUT- 1 SOLID BARE TO THE SIDE OF EITHER SIDE OF HORIZONTAL OR COPPER WIRE HORIZONTAL OR VERTICAL PIPE. VERTICAL PIPE. #4/0 AWG TINNED SOLID CORNER BARE COPPER WIRE - 5 FENCE POST �� EXTEND TO OPPOSITE FENCE POST FOR BURIED GATEJUMPER _ J %%....., " I HIS/1 f, _ TINNEDAWG LID -4) EXTERIOR 1 -__.. _. - - BARE COPPER WIRE I f R- RADIUS GROUND RING 14 GA BRAIDED TINNED MINIMUM COPPER STIIAP � CADWELD TO EXTERIOR / CADWELD CONNECTION CADWELD ♦ GROUND RING Type VN Type HS Type GY Type GR Type NC �� 4CCONNECTION _ �� _ � — — GROUND RING HORIZONTAL CABLE TAP TO HORIZONTAL CABLE TAP TO THROUGH CABLE TO SIDE OF CABLE TAP TO TOP GROUND THROUGH AND TAP CABLES TO - - - - - - - - r♦ � r VERTICAL STEEL SURFACE OR HORIZONTAL STEEL SURFACE GROUND ROD ROD GROUND ROD THE SIDE OF HORIZONTAL PIPE, OR PIPE. CABLE OFF SURFACE. ADWELD DETAILS (EXOTHERMIC) FENCE GROUNDING DETAIL FENCE AND GATE GROUNDING p 9 NOT TO SCALE 7INOT TO SGALE O NOT TO SCALE P.Ci C.- ... —.1 WAVE ARCH IT RE 1133 164TH STREET SW SUITE 202 LYNN WOOD, WA 98087 OFFICE: (425) 778-3800 JAY@NEWVVAVEARC H. COM DATE: 4-28-16 PREPARED BY- EWL APPROVED BY- JYS SUBMITTALS NO DATE DESCRIPTION 4-28-16 REVISED PER SPA 2-25-16 REVISED PER NEW SCF 1-7-16 FINAL PERMIT 11-30-15 REVISED PER BPA 9-23-15 REVISED PERMIT 9-21-15 ANTENNA PLAN UPDATE 6-22-15 PRELIMINARY PERMIT 5-26-15 LEASE EXHIBIT 7887 REGISTERED R HITECT �1-2A•!B JAY YS0 STA OF WASHINGTON SITE SEA - KITTS CORNER ( NEW BUILD ) NEAR SW CAMPUS DRIVE FEDERAL WAY, WA 98023 SHEET TITLE GROUNDING DETAILS SHEET NUMBER E-3 1 WIRELESS CO -LOCATION ON SPA STRUCTURES ENGINEERING AND SAFETY DESIGN REQUIREMENTS 4/1/2013 EDITION I. GENERAL REQUIREMENTS A. All wireless installations shall comply with the National Electrical Code and National Electrical Safety Code (NESC) requirements. Contact Bonneville Power Administration (BPA) on any conflicting issues between the following requirements and the subject codes B. Only BPA employees and BPA designated contractors are allowed to climb on BPA transmission structures or use bucket trucks to install wireless equipment on transmission structures. C. The following clearances apply to the location of wireless equipment and all non BPA operated construction equipment, and all components shall meet the following minimum clearances to the conductor on BPA transmission structures: VOLTAGE (kV) CLEARANCE (FT) NON -ELECTRICAL CONTRACTOR INSTALLED AND/OR MAINTAINED 115 15 230 15 345 16 500AC 20 50ODC 21 (Clearances represent minimum distances in any direction between SPA Transmission Line conductor and construclion and maintenance equipment. Some BPA lines have under -builds owned by other utilities Contact the owner of the under -builds to obtain the allowable height for construction and maintenance equipment. Equipment that does not extend beyond 14 feet tall can be operated under all BPA transmission lines. Do not measure this clearance with measuring tape, pole or other physical means.) D. Cables running parallel to the centerline should be routed along the edge of the easement whenever practical. E. The easement shall be returned to its original condition following construction. No grade changes to facilitate construction or disposal of overburden shall be allowed without BPA approval. F. Use of geotech fabrics and gravel around the pads are acceptable if compatible with underlying land use G. No blasting is allowed on the easement without BPA approval- H. Vegetation control shall not be done with chemicals without BPA approval - I. Preliminary construction drawings shall be provided for approval by BPA Technical Services at least 4 weeks prior to start of construction Final conslruclion drawings shall be provided for approval by BPA Technical Services prior to start of construction. J Any structure that is being modified and having antennas or microwave dishes attached as part of the wireless program shall be evaluated by the BPA obstruction marking and lighting coordinator. The wireless provider shall not contact the FAA for obstruction lighting and marking concerns. BPA wlll mainlain correspondence wilh the FAA if obstruction Ilghllrtg and marking is deemed applicable- The applicant will need to provide the following information: (1) Total Structure Height above the ground (2) Operating frequencies (3) Power outputs (4) BPA Structure serial number (if applicable) (5) Latitude/Longitude coordinates in NAD 83 Degrees -Minutes -Seconds should match an existing BPA Structure) (6) Elevation of ground above sea level K. Access to BPA structures shall remain open and unobstructed at all times, L. The wireless provider's written safety procedures for construction and maintenance should address the unique safety issues associated with communication equipment connections to power transmission structures. GENERAL NOTES 2. SPECIFIC REQUIREMENTS A. Electric and Telecommunications Service The installation of electric and telecommunications circuits requires an evaluation considering public safety, reliability of BPA's transmission lines, reliability of the electric or telecommunications circuits, and future BPA construction plans. To perform this evaluation drawings submitted with the wireless design package shall include: (1) Scale drawings showing total extent of electric and telecommunications service route on either BPA easement or fee owned property referenced to BPA facilities. (2) Name of the owner of each service. (3) Design details including voltage, conduit type and burial depth. (4) The grounding of the utility electric transformer or telephone service supply (telecommunications pedestals included) shall be located a minimum of 100' from the transmission structure. (5) Underground cables on BPA easements should maintain 50 feet of clearance to steel Taft ice tower legs or where concrete foundations enter the earth- Underground cables on SPA easements should maintain 25 feet of clearance to any wood pole structure, guy anchor, and underground counterpoise (Reference Section 2 Specific Requirements, Electric and Telecommunications Service, line number 6). (6) The electric service transformer shall be dedicated to serve only the wireless equipment No other service drops from these transformers are permitted with the exception that additional wireless equipment at the same site can be supplied by the same transformer. (7) Use and maintain a minimum burial depth of 24 inches for telecommunicatlons cables or comply with applicable National Electrical Safety Code (NESC), national, state, and/or local standards, whichever is greater. (8) All underground power cables will be buried to the depth required by national, state and local requirements. Underground cables will have the minimum burial depth of: PHASE -TO -PHASE VOLTAGE (V) MINIMUM DEPTH OF BURIAL (INCHES) 0 TO 600 24 601 TO 50,000 30 50,000 AND ABOVE 42 (9) Underground cables not bonded to the transmissions structure must maintain proper clearances from counterpoise, or be installed in non-metallic conduit to avoid the transfer of arc fault potential (A) For circuits 230kV and above, all underground cables within 35' from the sides of the counterpoise and within 26from the ends of the counterpoise must be installed in two schedule 80 PVC conduit pipes. Pipe joints needs to be glued, Conduit shall have a slope of at least 1/8-inch per foot for drainage when going away from the structure out to the initial required approach point where drainage is permitted. Metallic pipelines must stay a minimum of 35' from the counterpoise. (B) For circuits below 230kV, all underground cables within 20' from the sides of the counterpoise and within 15'from the ends of the counterpoise must be installed in a single schedule 80 PVC conduit pipe. Pipe joints needs to be glued Conduit shall have a slope of at least 1/8-inch per foot for drainage when going away from the structure out to the initial required approach point where drainage Is permitted. Meiallla pipelines must stay a minimum of 35' from the counterpoise. (10) Location of the wireless equipment in the transmission structure should not adversely Interfere with BPA transmission maintenance activities, e.g., coaxial cable routing and antenna array location shall not interfere with the lineman climbing route or hot stick attachment locations designed into the structure. (11) There would be no installation of wireless equipment on the climbing leg of transmission towers. (12) Design and build the conduit and vaults within BPA's property to withstand HS-20 loading for BPA's heavy equipment. (13) Mark the location of the conduit with permanent signs and maintain such signs where they enter and leave BPA's right-of-way, and at any angle points within he right-of-way. (14) Customer is responsible for locating and avoiding all other underground utilities in the area of their construction. (15) For installation of buried fiber optics, installation of electronic OMNI marker balls is an option and will have to be approved by BPA. (16) The tower site and any other co -location sites on the tower should be completely shutdown, including radios disconnected from the antenna system when maintenance is being performed. B Wireless Cabinet Location Cabinets mounted on the ground shall be located under lattice steel structures and a minimum of five feet away from wood poles- In approving equipment locations BPA will consider future additions and the replacement of aged wood poles prior to installation of antennas on wood pole structures. C Grounding (1) A 4/0 copper bonding loop (either bare or finned) shall be installed around the cabinet mounting pad or equipment shelter. (2) The bonding loop shall be buried a minimum of 18 inches deep and 2 to 3 feet outside the equipment pad or shelter (building). (3) The bonding loop shall be connected with 4/0 copper bonding leads to all ground rods, to a minimum of two different tower legs, and to the wireless electrical equipment (also using at least two bonding connections). (4) Except for the wireless equipment ground pad, all ground ring and underground connections shall be exothermically welded. All bonding lead connections to the tower legs shall he exothermically welded directly to bare steel (removing the galvanWrig and re -costing it after the weld is installed). (5) The 410 copper bonding leads connected to the tower legs shall be installed in 1 inch non-conductive conduit up to 5 feet from Iha tower leg or to the closest bonding loop whichever is closest. The conduit shalt extend 1 foot above grade at line lower leg and can be left open at both ends. See Figure 4. (6) Nuisance shocks may occur within the right-of-way. Grounding metal objects helps to reduce the level of shock. It is suggested that construction equipment be grounded with a drag chain. D Fences (1) Fences shall have a bonding loop installed 3 feet outside the fence and buried a minimum of 12 inches deep- The bonding loop shall be connected to the fence at a minimum of two locations. (2) Fences around the structure legs' or wood poles shall have a minimum of 4 feet between the fence and the legs or poles. (3) The bonding loop of fences shall be connected to the bonding loop of the cabinet mounting pad or equipment shelter at a minimum of two locations using 4/0 copper wire (either BCW ortinned). (4) A minimum distance of 10' shall be maintained between the wireless installed fence and any other metallic fence located on a BPA easement or fee owned property. (5) A grounding ribbon shall be connected to the gate of the fence E Temporary Installed Emergency Generating Units (EG Units) (1) Emergency generators are not permitted to be installed within BPA rightof-wey. They may be placed temporanly on right-of-way in emergency slivalions or permanently Installed outside the right-of-way, However, no permanent power connection from emergency generator to vareless installation Is permitted. Generators shall be refueled off right-of•way. (2) The temporary engine generator shall be effectively grounded to the wireless grounding system (3) Buried grounding rings ortemporary grounding mats shall be installed around the engine generator. F, Cathodic Protection To make grounding materials compatible with BPA galvanized steel tower footings, woad pole galvanized steel anchors and aluminum transmission counterpoise, a calhodic pmlecbw system shall be installed. Cathodic protection of steel lattice structure footings can be accomplished by installing eight 17 pound prepackaged magnesium anodes, 2 per fooling. Additional anodes maybe required after a site specific analysis has been performed by BPA. Cathodic protection for protecting guy anchors can be accomplished by installing one 17 pound prepackaged magnesium anode far each anchor Alt anodes will be strategically located around the structure and connected through a cathodic protection lest station to the structure. The following figures show the required anode placement for both wood pole (Figure 1) and lattice steel structures (Figure 2). See Figure 3 for the terminal block connections in the test station For questions call The Bonneville Power Administration at: 1st Contact, Chuck Wedick CIBER INC Office: 360-619-6343 Cell: 360-607-1762 2nd Contact, Danna Liebhaber BPA Office: (360) 619-6333 c 0 N 'i IEW WAVIE nC H IiECTUf - 1133 184TH $MEY SW SUITE 202 LYNNWOOD, WA 98087 OFFICE: (425) 776-3800 JAY@NEWWAVEARCKCOM DATE- 4-28-16 PREPARED BY- EWL APPROVED BY- JYS SUBMITTALS NO DATE DESCRIPTION 4-26-16 REVISED PER BPA 2-25-16 REVISED PER NEW SCF 1-7-16 FINAL PERMIT 11-30-15 REVISED PER BPA 9-23-15 REVISED PERMIT 9-21-15 ANTENNA PLAN UPDATE 6-22-15 PREUMIINARY PERMT 5-26-15 LEASE EXHIBIT 7887 REGISTERED R HITECT •23• JAY Y SEO STA OF WASHINGTON SITE SEA - KITTS CORNER ( NEW BUILD ) NEAR SW CAMPUS DRIVE FEDERAL WAY, WA 98023 SHEET TITLE BPA GENERAL NOTES SHEET NUMBER E-4 1.0 • BURIED PORTION OF TOWER FOUNDATION TOWER FOOTING .' .' AND LEG (TYP) F- BURIED MAGNESIUM I •' ' I ANODE (TYP) STEEL TOWER FOOTING Q ; STEEL TOWER LEG 4/O GROUNDING RIN � FENCE,STEEL 1'1 L I I J G OR WOOD J �._.- % % +. , GROUND LINE SEE x x r• 1� NOTE #1 / ANODE TEST � • TOWER LEG (TYP) x % FENCE GROUND "- x i x r STATION. I RING - I I 1 ,• SEE FIG.3 FENCE,STEEL I FENCE,METAL FENCE,STEEL `_ LSTEEL _ OR WOOD I OR WOOD OR WOOD POLE . AA UAL WIRING NOT SHOWN EQUIPMENT PAE�L! -STEEL POLE 1a,p• � NTION IS TO CONNECT EQUIPMENTPAE> j GROUND RING I I GROUND TVP. • ' ,_,� \ LEADS TOGETHER EQUIPMENT PADI) x x ANODE. LEAD • \ 1 �• ! '>1 • — • - _ . — ' — " r / NOTE #1 / (TYP) ANODE) I ANODE 4 95 TOWER PLAN VIEW �' i MODE TOWER LEG ANODE3 NOTES: ALL GROUND RINGS AND GROUND NOTE #1: TOWER LEAD INSULATED TEST STATION TERMINAL BLOCK • BURY 410 RING (5) TO A MIN OF 18" DEEP RING CONNECTIONS ARE 4/0 BOW SEE REQUIREMENTS ORND SAFETY ER CONNECTION DESIGN #6 AWG STRANED COPPER FIGURE 3 AND A MIN OF 18" OUTSIDE OF EQUIPMENT STRAND ALL BONDINGS ARE EXOTHERMIC TO POLE TOWER NEED V CONDUIT) PAD AND FENCE WELDED TEST STATION, "FINK" • ALL 4/0 CONNECTORS TO BE CADWELLD GROUND RINGS BURIED MIN 18"- TYPE WITH SCREW MAX 36" DEEP TERMINALS • GROUND RING DISTANCE FROM PAD OR POLE: MIN 18"-MAX. 36" R STEEL TOWER LEG ANGLE I� I GRADE GROUND RING SELF SUPPORT 2 GROUND RING STEEL MONOPOLE 1 NOT TO SCALE NOT TO SCALE I ALL LEADS INSTALLED IN /� m MAGGESIUM ANODE b NON-METALLIC FLEX OR J 7L• GROUND LEADS RIGID CONDUIT MIN 1/2". INSULATED #10 AWG CATHODIC PROTECTION: WOOD POLE STRUCTURES CATHODIC PROTECTION: WOOD POLE STRUCTURES COPPER GUY(NOTE1) MAGNESIUMANODE — TOWER LEG PROFILE VIEW GROUND LEVEL ANCHOR WOOD MAGNESIUM POLE ANODE- -SS- - - II P WOOD POLE i I 1 • \ J • �• INSULATED #6 AWG 4M COPPER EXOTHERMIC CONNECTION - '! �• STEEL TOWER LEG ANGLE f \ OD POLE r -GRADE d---SS-� -SS- -- I I / / 1' PVC CONDUIT X PLAN VIEW / INSULATED 5 FT MAX LENGTH ON CONDUIT #10 AWG ANODE LEAD _ OVER TO 4RI COPPER OROUND MAGNESIUM ANODE GUYED ANCHOR GROUND RING CONNECTION TO TOWER LEG NOTE 1: The connector shall be a stainless steel U-bolt for a 1-inch diameter rod (or 3/4-inch pipe NOTE: size). Wrap the wire on bolt or use a crimped terminal between two washers, and double MAGNESIUM ANODE SHALL BE HIGH POTENTIAL ANODES AS APPROVED BY BPA. nut the U-bolt on one side to secure the #10 AWG tinned -copper insulated wire. Install PROFILE VIEW LOCAL SUPPLIER FOR THIS TYPE OF ANODE CAN BE FOUND IN STORE "FAR wire in 3/4-inch minimum size non-metallic flexible or rigid conduit. Use a corrosion WEST CORROSION" LOCATED IN EVERETT, WA inhibitor joint compound for connections Test at anchor connection- 3 CATHODIC PROTECTION - GUYED POLES 4 CATHODIC PROTECTION - WOOD POLE 5 CATHODIC PROTECTION FOR STEEL TOWER NOT TO SCALE NOT TO SCALE NOT TO SCALE rM 0 LM P.•c+�+c Oors�ov Ai+o1V II Ear HITECT 1133 164TH STREET SW SUITE 202 LYNNWOOD, WA 98087 OFFICE: (425) 778-3000 JAY@NEWWAVEARCH COM DATE- 4-28-16 PREPARED BY, EWL APPROVED BY, JYS SUBMITTALS NO DATE DESCRIPTION 4-28-16 REVISED PER BPA 2-25-16 REVISED PER NEW SCF 1-7-16 FINAL PERMIT 11-30-15 REVISED PER BPA 9-23-15 REVISED PERMIT 9-21-15 ANTENNA PLAN UPDATE 6-22-15 PRELIMINARY PERMIT 5-26-15 LFASEEXHIBIT 7887 REGISTERED HITECT 4.2&16 JAY Y SEO STA OF WASHINGTON SITE SEA - KITTS CORNER ( NEW BUILD ) NEAR SW CAMPUS DRIVE FEDERAL WAY, WA 98023 SHEET TITLE BPA DETAILS SHEET NUMBER E-5