Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
14-104880
FILE 1�kCITY OF Federal October 14, 2014 Jesse London RYKA Consulting 918 South Horton Street, #1002 Seattle, WA 98134 CITY HALL 33325 8th Avenue South Feder y Federal Way, WA 98003-6325 (253) 835-7000 www. cityoffederalway.. com RE: File #14-104880-00-UP; PROCESS I `DIRECTOR'S APPROVAL' AT&T WA696 NE Tacoma, 33914 191h Avenue SW, Federal Way Dear Mr. London: The City of Federal Way's Department of Community Development has completed an administrative land use review of the proposed upgrades to an existing two antenna array Personal Wireless Service Facility (PWSF) owned by AT&T Wireless located on a 103-foot light standard pole on Federal Way park property, Saghalie Park. The proposal includes replacement of six panel antennas and addition of three new panel antennas, for a total of nine antennas. Additions to the existing ancillary equipment located within the equipment shelter are also proposed. No height increase is proposed. The Process I application was submitted and determined to be complete on September 22, 2014. Your proposal is found to be consistent with provisions of Federal Way Revised Code (FWRC) Chapter 19.55, `Process I — Director's Approval,' and Chapter 19.255, `Personal Wireless Service Facilities.' Your Process I proposal is hereby approved. The Process I land use approval is supported by the following statements of fact: 1. Zoning & Land Use —The zoning designation for the subject property is Multi -Family Residential (RM2400). PWSFs are permitted in the RM zone pursuant to the zoning chart found in FWRC 19.205.200. Review Process — According to submitted materials, the applicant proposes to upgrade two antenna arrays by replacing three existing GSM antennas with new panel antennas (1 per sector) to the top array and replacing three existing LTE antennas with six new LTE panel antennas (2 per sector) to the lower array. One surge suppression unit mounted near the antennas and additional modifications to existing ancillary equipment are also included. No height increase is proposed. The replacement of antennas and ancillary equipment on an existing PWSF is subject to Process I Director's Approval pursuant to FWRC 19.15.030 `Review processes for improvements and additions to developed sites.' 3. Prioritized Locations — The applicant proposes PWSF improvements in "existing broadcast, relay, and transmission towers" or the second prioritized location set forth in FWRC 19.255.010(4). The highest prioritized location is not feasible as this proposal is an upgrade to an existing facility. Staff finds the applicant has met the burden to utilize the second prioritized location. The proposed nine panel antennas should improve coverage of service to the area. Mr. London October 14, 2014 Page 2 4. Cumulative Effects — The City must consider the cumulative visual effects of PWSFs mounted on existing structures and/or located on a given permitted site in determining whether additional permits may be granted so as to not adversely affect the visual character of the City. As shown on the site plan and elevations the addition of new antennas, replacement, and modifications to the ground equipment are not a substantial increase to the existing site. The PWSF will not adversely affect the visual character of the City and there is no proposed height increase. Facility — The proposed facility exceeds microcell and minor facility thresholds defined in FWRC 19.05.130, `M definitions.' Per FWRC 19.255.020(1)(a)(ii), facilities exceeding such thresholds may be permitted if. (A) adverse visual impacts are not created; (B) equipment cabinets meet adopted development standards; (C) the number of antennas and their size are appropriate for the location, surrounding environment, and potential visual impacts; and (D) the PWSF shall comply with all other applicable standards of the FWRC. The proposal is consistent with this code section. 6. Exempt Activity — The applicant proposes to install upgraded equipment within the equipment enclosure area. Proposed upgrades will occur within the existing shelter resulting in no exterior alteration. Therefore, these changes are exempt from PWSF standards set forth in FWRC Chapter 19.255 and are permitted outright with no further zoning compliance required pursuant to FWRC 19.255.010(3)(g). 7. State Environmental Policy Act (SEPA) —The proposed improvements are exempt from State Environmental Policy Act review as the scope of work rneets categorical exemption 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. 8. 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' and health, safety, and welfare standards. PERMIT ISSUANCE REQUIRED The City's Building Division is currently reviewing the associated building permit for the antenna upgrade, File #14-103562-00-CO. No work may begin until the building permit is issued. A separate electrical permit is also required. Please contact the permit center at 253-835-2607, or permitcenter@cityoffederalway.com, if you have any questions regarding the building or electrical permits. CLOSING This decision shall not waive compliance with future City of Federal Way codes, policies, and standards relating to this site. This Process I approval does not constitute approval of a building or electrical permit. The effective date of this decision is October 17, 2014, or three days from the date of this letter. Pursuant to FWRC 19.55.050, any person who received notice of this administrative decision may appeal the decision to the Federal Way Hearing Examiner by October 31, 2014. 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. 14-104880 Doc, ID. 66986 Mr. London October 14, 2014 Page 3 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. Work on the site may not commence until you have been issued the appropriate building and electrical permit. This Process I approval is valid for one year from the effective date of this decision. 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 City's Department of Community Development at least 30 days prior to the expiration of the decision. If you have any questions regarding this decision, please contact Becky Chapin, Associate Planner, at 253-835-2641 or rebecea.chapin@cityoffederalway.com. Sincerely, Isaac Conlen Planning Division Manager for Larry Frazier, Interim Director enc: Approved Site Plan & Elevations c: Becky Chapin, Associate Planner 14-704880 Doa LD. 66996 400,# Know what's below Call before you dig. BUILDING CODE COMPLIANCE ALL WORK AND wERIALS SMALL BE PERFORMED AND INSTALLED IN ACCORGNNOE WITH THE CURRENT CONDITIONS OF THE FOLLOWING CODES AS ADOPTED ETY THE LOGY. GOVERNING AlnHORMES- NOTHINC IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: WASHINGTON STATE AND LOCAL BUILDING CODES: 2012 WASHINGTON BUILDING CODE OR LATEST EDITION 2011 NATIONAL ELECTRIC CODE TIA-222-G OR LATEST EDITION PROJECT INFORMATION I PRaa cllnN oEScRIPJ10N: AT&T PROPOSES TO MODIFY AN D=NG UNMANNED TELECOMMUNICATIONS FACLITY BY REPLACING (3) EXISTING GSM ANTENNAS (1 PEAR SECTOR) WITH (3) NEW GSM PANEL ANTENNAS (1) PER SECTOR. (3) EXISTING LTE ANTENNAS [1 PER SECTOR) WITH (6) NEW LTE PANE ANTENNAS (2 PER SECTOR), (6) RRH UNITS (2 PER SECTOR), AND (1) SURGE SUPPRESSTON UNIT MOUNTED NEAR ANTENNAS, AT&T ALSO PROPOSES PK57AWNG (2) FIBER LINES, (4) DC CABLES, AND INSTALLING LTE 2C EOLIIPMENT INTO AN EXISTING LTE RACK. APPLICANT: AT&T MOBILITY RTC BUILDING 3 16221 NE 72ND WAY REDMOND, WA 98052 S,-0,0E INFORALA]IOH: ZONING C,ASSIF1CATr0N: RM2400 MULTI -FAMILY JURISDICTION: CRY OF FED'cRAL WAY BUILDING CODE: SEE BULDING CODE COMPLIANCE ❑N HAD_$31: LATTILDE: 47 17' 59.5" N (47.299861) LONCrrum 122, 21' 11-8' W C122.353278) TOP OF STRUCTURE AGL: *103.00' BASE OF STRUCTURE ASMU *344.00' PARCEL 1921049050 S EiiERAL },r,�},?U RAUiIDN: 1- PARKING Rf:4llIREiAENTS ARE UNCHANGED. 2. TRAFFIC IS UNAFFECTED. BED RFDS V 2.1 DATED 06/18/14 ARDPFRTY 414NEB_ CITY OF FEDERAL WAY 33325 8TH AVENUE S FEDERAL WAY, WA 98063 CITY OF FEDERAL WAY 33325 BTH AVENUE S FEDERAL WAY, WA 98063 EERM®NG: RYKA CONSULTING 918 S. MORTON STREET, SUITE 1DO2 SEATTLE, WA 98134 CONTACT: JESSE LONDON EMAIL- JLONDONORYKACONSULTING.COM SITE ACQUISITION: RYKA CONSULTING 918 S. HORTON STREET, SUITE 1002 SEATTLE. WA 90134 CONTACT: CHRIS DeVOIST PH: (206) 523-1941 C'ONSTitLlilt)*7 F, WGFR: WESTOWER 22263 65TH AVENUE SOUTH KENT. WA OW32 CONTACT. RON EVENSON PH: (253) 246-4348 RF PERFORMANCE ENGINEER. WESTOWER 7525 SE 247H STREET. SUITE 500 MERCER ISLAND, WA 98M CONTACT. KENNETH MOTT I SHELTER INFORMATION I OCCUPANCY LOAD: D BUILDING HEIGHT: 10'-1' CONSTRUCTION TYPE V-B OCCUPANCY GROUP: U I TOWER INFORMATION I OCCUPANCY LOAD: 0 STRUCTURE HEIGHT: 103'-00' CONSTRUCTION TYPE' II-B OCCUPANCY GROUP: U I CONTACT INFORMATION I ENGINEER: GIRD GROUP 400 NORTH 34TH STREET. SUITE 218 SEATTLE, WASHINGTON 96103 CONTACT., CHRIS SCHEKS PHONE: (206) 204-7399 at&t mobility NE TACOMA FA#: 10032282 WA6696 33914 19TH AVENUE SW FEDERAL WAY, WA 98063 LOCAL MAP ,S% IVA St. SW C Fed el W d �y h St 4 St ni c S 348th NO SCALE l DRIVING DIRECTIONS I DIRECTIONS FROM REGIONAL OFFICE (16221 NE 72ND WAY, REDMOND. WA 9BD52)- 1. HEAD EAST ON NE 72ND WAY AND TURN RIGHT ONTO 184TH AVE. NE 2. TURN RIGHT ONTO BEAR CREEK PKWY 3. TURN LEFT ONTO LEARY WAY NE 4. TALE THE RAMP ONTO WA-520 W S. TAKE THE INTERSTATE 405 S EXIST TOWARD RENTON S. MERGE ONTO 1-405 S 7. TAKE THE INTERSTATE 5 S EXIT TOWARD PORTLAND 8. MERGE ONTO 1-5 S 9. TAKE EXIT 1428 FOR WA-18 W TOWARD S 34M ST. 10. TURN RIGHT ONTO WA-18 W 11. CONTINUE ONTO S 348TH ST. 12. CONTINUE ONTO SW CAMPUS DR. 13. TURN LEFT ONTO 19TH AVE. SW DESTINATION WILL BE ON THE RIGHT. 0.2 MI. PROPRIETARY INFORMATION THE INFOPA%TION CONTAfNEO IN THIS SET OF CONSTRUCTION DOCUMENTS IS PRDPRLETAR( BY NATURE. ANY 115E OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS ZRICRY PROHIBITED. - LLV P LA N N i ckciftow 0"t ! !! :T974T-�- `- I LEGAL DESCRIPTION I POR GL 1 STIR19-21-04 DAF - BEG NW CDR SD SEC TH ALG N LN THOF S 89-DO-18 E 335.75 FT TH S 01-35-16 W 42 FT TO SLY MGN OF LAND DESC IN REC #8501170665 & TPOS TH ALG SO SLY MGN S 89-00-18 E 18.07 FT TO BEG OF CRV CONCAVE TO SIN RAD OF 658 FT TH ELY & SELY 700.54 FT ALG SO CRV THRU A C/A OF 60-59-59 TH CONT ALG SD MGN S 28-00-19 E 422.43 FT TO BEG OF NON TAN CRV CONCAVE TO SE RAD OF 897.03 FT (A RADIAL LN THRU SO BEG BEARS N 28-00-19 W) TH SWLY & SLY 732.77 FT ALG SD CRV THRU A C/A OF 45-48-15 TO A RADIAL LN OF SD CRV WCH BEARS N 74-48-38 W & S LN OF SO GL 1 TH ALG SD S LN N 88-59-20 W 376.79 FT TO A LN PLW & DIST 335.76 FT ELY WHEN MEAS AT R/A FIR W LN OF SD GL TH ALG SD PLL LN N 01-35-16 E 1273 FT TO TPOB -- AKA PCL A PER SEG PETITION LTR DTD 07-21-91 CRY OF F W LAND USE - LESS POR FOR RD DRAWING INDEX SHEET NO: SHEET TITLE T-1 TITLE SHEET GN-1 LEGENDS, ABBREVATIONS & CONSTRUCTION INSPECTIONS GN-2 GENERAL NOTES C-1 OVERALL SITE PLAN C-2 COMPOUND PLAN & EQUIPMENT LAYOUT C-3 TOWER ELEVATION & NOTES RF-1A ANTENNA CONFIGURATION RF-1B ANTENNA CONFIGURATION RF-2 ANTENNA & RRH DETAILS RF-3 SITE DETAILS E-1 SCHEMATIC GROUNDING PLAN E-2 ONE-UNE DIAGRAM, AC PANE. & DETAILS E-3 ELECTRICAL DC DIAGRAM DIAGRAM E-4 GROUNDING DETAILS E-5 ELECTRICAL NOTES APPROVAL IRF ENGINEER: DATE SIGNATURE APPROVAL LANDLORD: DATE SIGNATURE RF MANAGER: SITE ACQUISITION: OPPS MANAGER: ZONING AGENT: CONSTR. MANAGER. PROJECT MANAGER: MS MANAGER: TRANSPOM. EQUIP. ENGINEER: COMPLIANCE REVIEWERS SHALL CLEARLY PLACE INTIIALS ADJACENT 70 EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED 11°x17" PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED GENERAL NOTES THE FACIL.ETY IS UNMANNED AND MDT FOR KW" HABITATION. A TECINCIAN WILL VTSTT THE SITE AS REQUIRED FOR ROUTINE MNNTEFM0ICE THE PROJECT WILL NOT RESULT OE ANY SIGNIF1GWT p}ST AHCE OR EFFECT ON ORAIINGE- NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL M REQUIRED AND NO COMMERCIAL SIGNAGE $S PROPOSED. CONTRACTOR SMALL VERIFY ALL PLAID & EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SMALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME at &t _- mobility ffla� Glaze. fYk 5r1aFLnr, So= & Dokvu% Inc., da Girr. PA% Sell, l sum & D*1&%w , PC C Qvs,ow- Wd .ftm IL W0,0%tm, &@ G"F51R 2h&M. awn F wwa"rc=* PROJECT NO: 2014782.75187.07 DRAWN BY: MCK CHECKED BY: SJV 0 05/16/14 MWED FOR 00WRBCIION B 06/0 ,/14 MAO M aXW OMWe G A 06/f a/14 sshp:►vR REMFLY KO T wnsfi/�G,t�� CIO C IT 15 A MOLMM OF DIM FOR A& NE TACOMA WA6696 33914 19TH AVENUE SW FEDERAL WAY, WA 98063 LTE — MONOPOLE SHEET TITLE TITLE SHEET SHEET NUMBER T-1 . .. .. ................ _. APPARENT PROPERTY LINE SITE PLAN APPROVAL Permit Naumber Approved Hy: Date: A 01 1 4- 6wlefl;j Texw�-� F1104 04-fo3562-00 at&t ��_• mobility A Qbas. ryW, 5d= w. twm % OsiiL m�, hw:., i/ StfMM, ir"8 D*wm;, PC db pu, F1te, emn —=.— w6n PROJECT NO: 2014782.75187.07 DRAWN BY: MCK CHECKED BY: SJV 0 j 05/18/14 1 MMM FOR CW8WAC W 0 0!/0V14 AEiSM PER CUEW =nftXF r��vA � Lf @ 11 ND1AT10a 0 FO ANY A ON. IAEi35 THkY ARE AORHO "I THE Oi�C 1 -,r-W TM NE TACOMA WAS696 33914 19TH AVENUE SW FEDERAL WAY. WA 98063 LTE - MONOPOLE SHEET TnM E OVERALL SITE PLAN SHEET NUMBER C-1 n'xW SCALE: 1' - 3001-0' 11707' SCALE.1- _ E00'-w OVERALL SITE PLAN ePROPOSED AT&T. (2) TAYCAP SQUID RF-Y ��D NEAR HTRtNA` LELfEL ON AN EXISTING TOWER EXISTING (3) RRH UNITS (1 PER SECTOR)(RAD CUM O 97--0-) PROPOSED AT&T 70OMHz RRH UNIT 4 7 MOUNTED TO EXISTING MOUNTING t RF—Y ATTACHMENT (TYP OF (1) PER SECMR)(RAD CENTER O 95'-0-) — — PROPOSED AT&T PANEL ANTENNAS TO BE ADDED TO AN EXISTING (3) SECTOR eee ANTENNA ARRAY LANTENNA PER RF-t RF 7 RF-2 R A TOTAL OF OF (8) NEW LTEANTEN 0 PROPOSED AT&T WCS RRH UNIT s e MOUNTED TO EXISTING MOUNTING RF-t RF-7 RF-Y ATTACHMENT CM OF (1) PER SECTOR) (RAD CENTER O 93--0-) EXISTING STADIUM L'GHfS D(ISTING 103' MONOPOLE TOWER EXISTING COAX LINES EXISTING TOWER LIGHTING — EXISTING AT&T CPS ANTENNA (TO REMAIN) EXISTING AT&T Ya SHELTER (TO �_Y REMAIN) =I= THE PASSING STRUCTURAL ANALYSIS MR THE EXISTING TO1YFJi AT THIS SfTE WAS COMPLETED BY GPD GROUP ON JUNE $1. 2014. CONFORMING TO TIA-222-0. ACCORDING TO THE STRUCTURAL ANALYSIS, THE TOWER HAS %FF1CIc"NT CAPACITY. STRUCTURAL ANALYSIS NOTE %j IN ACCORDANCE WITH RF DATA SHEET DATED JUNE 18. 2014 VERSION 2.1 RF DATA SHEET NOTE 3 1. TYPES AND SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS. PRIOR TO ORDERING CABLE. CONTRACTOR SWILL VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY THE PROJECT MANAGER IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS 2. CONTRACTOR SHALL VERIFY THE DOWN -TILT OF EACH ANTENNA WITH A DIGITAL LEVEL. 3. CONTRACTOR TO CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. REFER TO 'ANTENNA SY51EM LIBELING STANDARD' ND-00027, REFER TO THE LATEST VERSION. 4. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE WILL BE 1/2- DIA LDF AND SHALL NOT EXCEED 8'-0'. 5. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE, IN AN APPROVED MANNER, AT DISTANCES NOT TO EXCEED 4'-V OC. 8. CONTRACTOR MUST FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING BOTH THE INSTALLATION AND GROUNDING OF ALL CONNAL q CABLES. CONNECTORS, ANTENNAS, AND ALL OTHER EQUIPMENT, 7. WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF AMALGAMATING TAPE WEATHERPROOFING SWILL BE COMPLETED IN STRICT ACCORDANCE WITH AT&T STANDARDS. 8. CONTRACTOR SHALL GROUND ALL EQUIPMENT. INCLUDING ANTENNAS, RET MOTORS, TMA'S. COAT( CABLES, AND REF CONTROL GABLES AS A COMPLETE SYSTEM, GROUNDING SHALL BE EXECUTED BY QUALIFIED WIREMEN IN COMPLIANCE WITH MANUFACTURER'S SPECIFICATION AND RECOMMENDATION. 9. CONTRACTOR SHALL PROVIDE SITAXN-RELRF AND CABLE SUPPORTS FOR ALL CAB(Z ASSEMMOM, COAX CABLES, AND RET CONTROL GABLES, GABLE STTWN-REUEFS AND CABLE SUPPORTS SK46LL BE APPROVED FOR THE PURPOSE. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 10. CONTRACTOR TO VERIFY THAT EXISTING COAX HANGERS ARE STACKABLE SNAP IN HANGERS. IF EXISTING HANGERS ARE NOT STACKABLE SNAP IN HANGERS THE CONTRACTOR SHALL REPIACE E71=NG HANGERS WITH NEW SNAP IN HEDGERS IF APPLICABLE COAXIAL ANTENNA CABLE -NOTES l 4 MOUNTING OPTIONS PER MANUFACTURER: WALL, H—BRACKET OR PIPE UP TO 3.5' O.D. CABLE TO ENTER ANY OF THE (4) SIDES AND EXIST ANY OF THE (3) REMAINING SIDES REMOVABLE COVER N�K SHOWN FOR CLARITY MIANUFACTIJRER: ROSENBERGER MODEL:- TT3-15—ABOx CEO 1D5D5 EXCESS FTBER CABLE ENCLOSURE OiMENSIONS 1BiN x 18'H x 4'D CaIPACITY' 35m (115t) OF 10MM CABLE PROPOSED AT&T (2) FIBER UNES (4) DC CABLES ROUTED ALONG EXISTING ICE BRIDGE NO SCALE au mobility GTeEI,M M4. Sd�tte , hmn fe DeNII ms' bw, aia G6"% P/^ Stl,emEr, WRY & DrH Ir'w , PC m. s rPvKFA—, 0 aaa-*O- K acid PROJECT NO: 2014782.75187.07 DRAWN BY: MCK CHECKED BY: SJV B 1 08/05/14 1 WHIM PER CUINT WOUb ENT EXP'P CS7 NE TACOMA WA6696 33914 19TH AVENUE SW FEDERAL WAY, WA 98063 LTE - MONOPOLE SHEET TITLE TOWER ELEVATION & TOWER DETAILS SHEET NUMBER C-3 6 ij 11610zi A IN M9. 4; •L POSED ANTENNA CONFIGURATION AND SCHEDULE" NUMBER ENN TMA TILT COAXIAL CABLE DIPLEXED ALPHA ANTENNA RAD ANTENNA M MODEL RRH TMA MECH. ElEC. QTY. LENGTH DLA SECTOR AZIMUTH CENTER ANTENNAS BRAND NUMBER NUMBER QTY.RET GSM 650 1BS 90'-0' 1 QUINTEL QSB65B-3 LOP 21401 1 2 0 2 2 NO 2 121' 7/8' YES 1UMTS 190D 2 121' 7/8' YES LTE WCS 16S 90'-O' 1 QUINTEL 1 QS8658-3 - 1 11 0 2 2 NO 1 121' FIBER NO UMTS 850 121'1 7/6' NO ANTENNA RAD NUMBER ANTENNA MO RRH TMA TILT RET'SECTOR COAXIAL CABLE DIPLEXEDDIPLEXEDBETA AZIMUTH CENTER ANTENNAS BRAND MODEL NUMBER MODEL NUMBER' MECH. ELEC. QTY. LENGTH DLA GSM 850 270' 90'-0' 1 QUINTEL OSM58-3 LGP 21401 1 2 0 2 2 NO 2 121' 7/8' YES LIMITS 18 00 2 121' 7/8' YES LTE WCS 270' 90'-0' 1 QUINTEL OM58-3 -- 1 - 0 2 1 2 NO 1 121' FIBER NO UMTS 650 1 121' 7/8' NO GAMMA ANTENNA RAD NUMBER ANTENNA ANTENNA TMAMODEL RRH TMA TILT RET COAXIAL CABLE DIPLEXED MFCH. ELEC. SECTOR AZIMUTH CENTER OF ANTENNAS BRAND NUMBER ODE NUMBER QTY. CITY. CITY. LENGTH DIAL GSM B50 30' 90'-0' 1 QUINTEL QSB658-3 LGP 21401 1 2 0 2 3 NO 2 121' 7/8' YES UMTS 1900 2 1 121' 7/8' YES ILTE WCS 90'-0' 1 QUINTEL QS8658-3 - 1 - 0 2 2 NO 1 121' FIBER NO 1 12V 7/8' NO UMTS B5D NOTES: 1.) DO NOT USE COAX LENGTHS FOR CUT SHEETS: ESTMMATES ONLY. 2.) CONFIRM THAT GENERAL CONTRACTOR IS USING LATEST VERSION OF RFDS. 3.) RRH FINAL COUNT 9 TOTAL PROPOSED AT&T PANEL ANTENNA [GSM 850. UMTS 1900E (QUINTEL g58656-3) FlF Y @\) PROPOSED STACKED AT&T WCS RRH UNIT (TIP. OF 6. 2 PER SECTOR) 09 PROPOSED AT&T LTE PANEL ANTENNA [LEE wcs. UMTS $50] (OUINTEI_ Q58658�3}��� qF-2 2 7 0E-4 FYI i.��Ti t. PROPOSED AT&1r PANEL ANTENNA [GSM 850, uuIrs low] OS8858-3) (' ,�-2 e I_-z *IN ACCORDANCE WITH RF DATA SHEET DATED JUNE 18, 2014 VERSION 2.1 T PROPOSED AT&T PANEL ANTENNA (LTE WCS, UMTS 850) (QUrNrEL OS8658-3) D IL PROPOSED AT&T PANEL ANTENNA [GSM 850. UMTS 1900E (QUINTET OSB65B-3) PROPOSED ATdtT LTE PANEL ANTENNA [LTE °r WCS. UMTS B50] (QUINTEL QSB656-3) x wF� EXISTING ANTENNA CONFIGURATION AND SCHEOULEW ALPHA SECTOR AZIMUTHCENTER NEL ANTENNAS ANTENNA BRAND ANWNNA NUOF NOBER TMA MODV- NUMBER RRH off.UMBER na off.YIXYI TILT RET COAXIAL CABLE DIPLEXED ELEC. CITY. LENGTH DIA GSM 850 IV 90'-0' 1 dbSPECTRA SPD2P6516XLH LGP 21401 - 2 0 1 - NO 2 121' 71W YES UYTS 1200 0 1 2 1 NO 2 121' 7/8' YES UMTS 850 BETA SECTOR ANTENNA AZIMUTH RADOF CENTER NUMBER ANTENNAS BRAND NUMBER TMA NUMBER RRH QTY. TYA ON. TILT RET COAXIAL CABLE DIPLEXED MISCH. ELEC. QTY. ILENf.TH DIA OSM 850 270' 90'-0' 1 dbSPECTRA SPD2P6516XLH LOP 21401 - 2 0 1 - NO 2 121' 7/8' YES UMTS 1900 0 2 1 NO 2 121' 7/6' YES UMTS 850 GAMMA SECTOR ANTENNA AZIMUTH RAD CENTER NUMBER ANTENNAS BRAND ANTENNA A TENN NUMBER MODEL NUMBER RNN On 7MA TILT COAXIALCOAXIALCABLEOF DIPLEXED MECH. ELEC. q1Y. Ii1NOT}I DLA GSM 850 3(r 90'-O' 1 &SPECTRA SPD2P6518XLH LGP 21401 - 2 0 2 - NO 2 1 121' 7/8' YES UMIS 19D0 UMTS 650 0 3 2 NO 2 121' 7/0' YES EXISTING 1 ANTENNA RETAOVED UMTS 190 (dbSPECTF SPD2P651 *IN ACCORDANCE WITH RF DATA SHEET DATED JUNE 18, 2014 VERSION 2.1 N Gl EXISTING AT&T PANEL ANTENNA AND TMA TO BE REMOVED [GSM 850. UMTS 1900/850] (dbSPECTRA SP02PS516XLH) EXISTING AT&T PANEL ANTENNA TO BE REMOVED [GSM 850. UMTS 1900/850] (dbSPECTRA V02P6516XLH) sIn �00001 at&t mobility Cpwl Py* SdOO w Nwft Nk WFt" w-drGW^f4* SdMi111K sum & DMILfM1E6 PC rr q1c 5dcw, asm 6 bdiwm M-- �G4�11RS&a ,5+ ■orar,, PC 2014 PROJECT NO: 2014782.75187.07 DRAWN BY: MCK CHECKED BY: SJV 1 0 , 06/15/14 _ WUM FM 00WOWOM B 06/05/14 FnWO M CUBIT O WLIE 1 R IS ESM NE TACOMA WA6696 33914 19TH AVENUE SW FEDERAL WAY, WA 98063 LTE - MONOPOLE SHEET TITLE ANTENNA CONFIGURATIONS SHEET NUMBER RF-'1A 'i62A pm.lzk I All ALIT F NOT TO SCALE I i a zu exel . ■ I ix: NOT TO SCALES 2 I JSED ANTENNA CONFIGURATION AND SCHEDULE* TILT COAXIAL CABLE ALPHA ANTENNA RAD NUMBER ANTENNA ANTENNA DFL MODEL RRH TMA RET DIPLEXED MECH. ELEC. QTY. LENGTH DIAL SECTOR AZIMUTH CENTER ANTENNAS BRAND NUMBER NUMBER LTE 1900 16S 100'-0' 1 ALU M 3JR52703AAAAA - 1 - 2 2 9 NO 1 1 121' 1 FIBER NO LTE 700 TILT COAXIAL CABLE ALPHA ANTENNA RAD NUMBERM OF ANTENNA ANTENNA MODEL RRH TMA RET DIPLEXED MECH. EIJx. CITY. LENGTH DUN. SECTOR AZIMUTH CENTER ANTENNAS BRAND NUMBER NUMBER QTY. QTY. LTE 1900 279 100'-0' 1 ALU M 3JR52703AMA - 1 - 0 0 1 NO 1 121' 1 FIBER NO LTE 700 TILT COAXIAL CABLE ALPHA ANTENNA RAD NUMBER ANTENNA ANTENNA MODEL 1w MODEL RRH TMA RETOTY. DIPLEDfED MECH. ELEC. QTY, LENGTH DIA. SECTOR AZIMUTH CENTER ANTENNAS BRAND NUMBER NUMBER CITY. LTE 1900 30 100'-0' 1 ALU M 3JR52703AMA - 1 - 0 1 3 NO 1 121' FIBER NO LTE 700 NOTES: 1.) DO NOT USE COAX LENGTHS FOR CUT SHEETS: ESTIMATES ONLY. 2.) CONFIRM THAT GENERAL CONTRACTOR IS USING LATEST VERSION OF RFDS. 3.) RRH FINAL COUNT 9 TOTATL PROPOSED AT&T 700 MHz RAN UNIT MOUNTED BETWEEN ANTENNAS (TIP. OF 1) — e e RF-2 RF-2 PROPOSED AT&T (1) SURGE SUPPRESSOR BANDED TO E7WNG SELF SUPPORT TOWER LEG e RF-4 CfOR Y 70' AZIMUTH PROPOSED AT&T LTE PANEL ANTENNA (LTE ❑ 1900/700] (ALU AA 3JR52703AA.AA) WITH BUILT IN RRH f6-z Ri-2 PROPOSED AT&T 1900 MHz RRH UNIT MOUNTED BETWEEN ANTENNAS (TYP. OF 2) eeRF-4 RF-4 *IN ACCORDANCE WITH RF DATA SHEET DATED JUNE 18. 2014 VERSION 2.1 (1 PROPOSED AT&T LTE PANEL ANTENNA [LTE 1900/700] (ALU M 3JR52703AAAA) WITH BUILT IN RRH le'-2 RF-2 PROPOSED AT&T 1900 MHz RRH UNIT MOUNTED BETWEEN ANTENNA (TYP. OF 2) r�As��Js 1 I EXISTING AT&T (1) SURGE SUPPRESSOR BANDED TO EXISTING SELF SUPPORT TOWER LEG PROPOSED AT&T LTE PANEL ANTENNA [LTE 1900/700] (ALA M 3JR52703AAAA) WITH BUILT IN RRH EXISTING ANTENNA CONFIGURATION AND SCHEDULE* ALPHA NUMBER ANTENNA ANTENNA TMA RRH TMA TILT RET COAXIAL �� DIPLEXED MECH. ELEC. QTY. 1'.ENGTH DIA SECTOR AZIMUTH CENTER OF ANTENNAS MODEL NUMBER MODEL NUMBER OTY. OTY. AM-X-OD-17-65- 1 _ 2 9 - NO 1 121' FIBER NO LTE 700 11i5' 100'-W 1 KMW DOT-RET-725MHz _ TILT COAXIAL CABLNUMBERA BETA ANTENNA RAD NU ANTENNA ANTENNA MODEL RRHTMARE7 DIPLDfED MECH, ELEC. QTY. LENGTH DLA. SECTOR AZIMUTH CENTER ANTENNAS BRAND NUMBER NUMBER QTY. QW' AM-X-CD-17-65- _ 1 _ 0 1 - NO 1 121' FIBER NO LTE 700 270 99'-0' 1 KMW MOT-RET-725MHz TILT COAXIAL CABLE GAMMA ANTENNA RAD NUMBER OF A7n�lIA ANTENNA MODEL TMA MODEL RRH TMA RET DIPLEXED MECH. ELEC. QTY. LENGTH DlA SECTOR AZIMUTH CENTER ANTENNAS BRAND NUMBER NUMBER QTY. QTY. AM-X-CD-17-BS- _ 1 _ 0 3 - NO 1 121' 1 FIBER NO LTE 700 30' 99'-0' 1 KMW DOT-RET-725MHz EXISTING MOUNTED TO BE RE 1 PER SE i EXISTING AT&T PAN ANTENNA TO BE REMOVED [LTE 700 (KMW A►1--X-CO-16-65- OOT-RET-725MHz) *IN ACCORDANCE WITH RF DATA SHEET DATED JUNE 18, 2014 VERSION 2.1 N EXISTING AT&T PANEL ANTENNA TO BE REMOVED [LTE 7001 (KMW AAA-X-CD-16-65- OOT-RET 725MHz) EXISTING AT&T (1) SURGE SUPPRESSOR BANDED TO EXISTING SELF SUPPORT TOWER LEG EXISTING AT&T PANEL ANTENNA TO BE REMOVED [LTE 7DO] (KMW A►1-X-CO-18-65- OOT-RET-725MHz) ata mobility Clrr, pv* & oainws' b+F. &11 [dory we, Sc amw,11mm & D*irmm PC c�rrtp�C t�ra ►rt, saaror, �w+x � odwa� r.K.. PROJECT NO: 2014782.75187.07 DRAWN BY: MCK CHECKED BY: SJV O I oa/,e/f+ 1 � F911 WlKi,7U^,IOH rR o6� i mm"L rEx CDOR owmRr NE TACOMA WA6696 33914 19TH AVENUE SW FEDERAL WAY, WA 98063 LTE — MONOPOLE SHEET TITLE ANTENNA CONFIGURATIONS SHEET NUMBER RF-1B -,e•e a :-. _..: C:t NOT TO SCALE EXISTINa-ANTINNA LA OU 99' E NOT TO SCALE 2 EXOTHERMIC CONNECTION MECHANICAL CONNECTION CHEMICAL ELECTROLYTIC GROUNDING SYSTEM TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEM EXOTHERMIC WITH INSPECTION SLEEVE GROUNDING BAR GROUND ROD TEST GROUND ROD WITH INSPECTION SLEEVE SINGLE POLE SWITCH DUPLEX RECEPTACLE DUPLEX GFCI RECEPTACLE FLUORESCENT LIGHTING FIXTURE (2) TWO LAMPS 48-TB SMOKE DETECTION (DC) EMERGENCY LIGHTING (DC) SECURITY LIGHT W/PHOTOCELL LTTHONIA ALXW LED- 1-25A400/51K-SR4-120-PE-DDBTXD CHAINLINK FENCE WOOD/WROUGHT IRON FENCE WALL STRUCTURE LEASE AREA PROPERTY LINE (PL) SETBACKS ICE BRIDGE CABLE TRAY WATER LINE UNDERGROUND POWER UNDERGROUND TELCO OVERHEAD POWER OVERHEAD TELCO UNDERGROUND TELCO/POWER ABOVE GROUND POWER ABOVE GROUND TELCO ABOVE GROUND TELCO/POWER WORKPOINT SECTION REFERENCE DETAIL REFERENCE 0 �•A•A•A•A'►•A+A+►+a•A'A�►•a•A•a• +►•A•►•af►+1+A•►•A�A•A•A'A'►+A' 4 .+a•► a►.►A r ATOM*� .ram ►Tail � ► Taa•.•aa►a►►*w•..•a•. —,w.—ww—w.—ww.—www—wr—w.—w.P—ww— IW.P xx x—X XX x-x AB ANCHOR BOLT ABV ABOVE AC ALTERNATING CURRENT ADDL ADDITIONAL AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AIC AMPERAGE INTERRUPTION CAPACITY ALUM ALUMINUM ALT ALTERNATE ANT ANTENNA APPROX APPROXIMATE ARCH ARCHITECTURAL ATS AUTOMATIC TRANSFER SWITCH AWG AMERICAN WIRE GAUGE BATT BATTERY BLDG BUILDING BLK BLOCK BLKG BLOCKING BM BEAM EITC BARE TINNED COPPER CONDUCTOR BOF BOTTOM OF FOOTING GAB CABINET CANT CANTILEVERED CEC CALIFORNIA ELECTRIC CODE CHG CHARGING CLG CEILING CUR CLEAR COL COLUMN COMM COMMON CONC CONCRETE CONSTR CONSTRUCTION DBL DOUBLE DC DIRECT CURRENT DEPT DEPARTMENT DF DOUGLAS FIR DVA DIAMETER DAG DIAGONAL DIM DIMENSION DWG DRAWING OWL DOWEL (E) EXISTING EA EACH EC ELECTRICAL CONDUCTOR EL ELEVATION ELEC ELECTRICAL EMT ELECTRICAL METALLIC TUBING ENG ENGINEER EQ EQUAL EXP EXPANSION EXT EXTERIOR FAB FABRICATION FF FINISH FLOOR FG FINISH GRADE FIF FACILITY INTERFACE FRAME FIN FINISHED) FUR FLOOR FDN FOUNDATION FOC FACE OF CONCRETE FOM FACE OF MASONRY FOS FACE OF STUD FOW FACE OF WALL FS FINISH SURFACE FT FOOT FTC FOOTING GA GAUGE GEN GENERATOR GFCI GROUND FAULT CIRCUIT INTERRUPTER GLB GWE LAMINATED BEAU GLV GALVANIZED GPS GLOBAL POSITIONING SYSTEM GND GROUND GSM GLOBAL SYSTEM FOR MOBILE HDR HEADER HGR HANGER HVAC HEAT/VENTILATION/AIR CONDITIONING HT HEIGHT IGR INTERIOR GROUND RING IN INCH TNT INTERIOR LB(S) POUND(S) LF LINEAR FEET WAS MASONRY MAX MAXIMUM MB MACHINE BOLT MECH MECHANICAL MFR MANUFACTURER MGB MASTER GROUND BAR MIN MINIMUM MISC MISCELLANEOUS MTL METAL MIS MANUAL TRANSFER SWITCH MW MICROWAVE (N) NEW NEC NATIONAL ELECTRIC CODE NO.(f) NUMBER NTS NOT TO SCALE DC ON CENTER OPNG OPENING (P) PROPOSED P/C PRECAST CONCRETE PCs PERSONAL COMMUNICATION SERVICES PCU PRIMARY CONTROL UNIT PRC PRIMARY RADIO CABINET PP POLARIZING PRESERVING PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PRESSURE TREATED PWR POWER CABINET OTY QUANTITY RAD RADIUS RECT RECTIFIER REF REFERENCE RE1NF REINFORCEMENT REWD REQUIRED RET REMOTE ELECTRIC TILT RMC RIGID METALLIC CONDUIT RRH REMOTE RADIO HEAD RRU REMOTE RADIO UNIT RWY RACEWAY SCH SCHEDULE SHT SHEET SHAD SMART INTEGRATED DEVICE SIM SIMILAR SPEC SPECIFICATION SQ SQUARE sS STAINLESS STEEL sm STANDARD STL STEEL STRUCT STRUCTURAL TEMP TEMPORARY THK THICKNESS TMA TOWER MOUNTED AMPLIFIER TN TOE NAIL TOA TOP OF ANTENNA TOC TOP OF CURB TOF TOP OF FOUNDATION TOP TOP OF PLATE (PARAPET) TOS TOP OF STEEL TOW TOP OF WALL TVSS TRANSIENT VOLTAGE SUPPRESSION SYSTEM TYP TYPK7AL UG UNDERGROUND UL UNDERWRITERS LABORATORY LINO UNLESS NOTED OTHERWISE UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS UPS SYSTEM UNIVERRUPTISLE POWER SYSTEM (OC POWER PLANT) VIF VERIFIED IN FIELD W WIDE W/ WITH WD WOOD W.P. WORK POINT WP WEATHERPROOF WT WEIGHT LIST OF CONSTRUCTION INSPECTIONS UST OF ITEMS REQUIRING CONSTRUCTION INSPECTIONS INSPECTION OF ANCHORS POST -INSTALLED IN HARDENED CONCRETE MEMBERS PER SECTION 1804.1 OF THE IBC TABLE 1705.3 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION VERIFICATION AND INSPECTION CONTINUOUS PERIODIC RAHE6ARd IBC REFERENCE 1. INSPECTION OF REINFORCING STEEL. INCLUDING - X ACI 318: 1910.4 PRESTRESSING TENDONS, AND PLACEMENT 3 .5. 7.1-7.7 2. INSPECTION OF REINFORCING STEEL WELDING ON AWS D1.4 _ ACCORDANCE WITH TABLE 1704.% REM 5b. - ACI 318: 3.5.2 3, INSPECTION OF BOLTS TO BE INSTALLED IN ACI 318: 1908.5. CONCRETE PRIOR Tp ANp DURING PLACEMENT OF _ 21.2.8 1909.1 CONCRETE WHERE ALLOWABLE LOADS HAVE BEEN 8.1.3, INCREASED WHERE STRENGTH DESIGN IS USED. 4. INSPECTION OF ANCHORS INSTALLED IN HARDER - X ACI 318: 3.8.6, 8.1.3. 19D9.1 CONCRETE, 21.2.8 5. VERIFYING USE OF REQUIRED DESIGN MIX. - X ACI 3 Ch 4, 5.2-5.4 19041910.2, 1910.3 6. AT THE TIME FRESH CONCRETE IS STAMPED TO ASTM C 172 FABRICATE SPECIMENS FOR STRENGTH TESTS, X _ ASTM C 31 ACI 318: 1910.1E PERFORM SLUMP AND AIR CONTENT TESTS, AND 5.6, 5.8 DETERMINE THE TEMPERATURE OF THE CONCRETE. 7. INSPECTION OF CONCRETE AND SHOTCRETE X - ACI 318: 1910.6, 1910.7, PLACEMENT FOR PROPER APPUCATION TECHNIQUES. 5.9, 5.10 1910.8 S. INSPECTION FOR MAINTENANCE OF SPECIFIED X - ACI 318: 19109 CURING TEMPERATURE AND TECHNIQUES. 5.9, 5.10 9. INSPECTION OF PRESTRESSED CONCRETE. a.APPUCATION OF PRESTRESSfNG FORCES. - - ACI 31B: 18.20 _ b. CROURN[. OF BONDED PRESTRESSING TENDONS _ 0 310: 18.18. IN THE SEISMIC -FORCE RESISTING SYSTEM. _ ACI 311k 10.ERECTION OF PRECAST CONCRETE MEMBERS. _ _ Ch. 15 _ 11. VERIFICATION OF IN -SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POSITENSIONED CONCRETE AND PRIOR TO REMOVAL - X ACI 31B: 6.2 OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLAB. 12.INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING _ X ACI 318:- FORMED. aut mobility I&Ah' G%^ M/W Sdmw. ■wM Mb Dd iAwm% HNC, dba Gh-, PYK 6d3m ftM a T7 FT1aW1. PC ar ry�a�danvir�r�osrhoic m1+ PROJECT NO: 2014782.75187.07 DRAWN BY: MCK CHECKED BY: SJV 0 06/111/14 ESIED FOR CONSTRUCTION B 08/05/14 WMID PEA CLIENT OOMMENE K ". *AS1i1 r �K �,s] 43666 NE TACOMA WA6696 33914 19TH AVENUE SW FEDERAL WAY, WA 98063 LTE — MONOPOLE SHEET TITLE LEGENDS, ABBREVIATIONS CONSTRUCTION INSPECTION SHEET NUMBER GN-1 LEGEND 1 ABBREVIATIONS 2 3 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: GENERAL CDNTRACTOR - WESTOWER CONTRACTOR: (CONSTRUCTION) OWNER - AT& ENGINEER - GPD GROUP 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND AT&T PROJECT SPECIFICATIONS. 3. GENERAL CDNTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SMALL MAKE PROVISIONS, GENERAL CONTRACTOR SWILL BE RESPONSIBLE FOR FAMILWR2616 HIMSELF WITH ALL CONTRACT DOCUMENTS. FIELD CONDITIONS, DIMENSNONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BRDUGHT TO THE ATTE2MN OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 4. ALL. MATERIALS FURNISHED AND INSTALLED SHALL RE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS. AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK. 5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES. AND APPLICABLE REGULATIONS. 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICTED ON THE DRAWINGS. 7. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TYD BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. THEREFORE, IT IS LXRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING WE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATRON FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PARE OF WORK AND PREPARED BY THE ENGINEER PRIOR TO PROCEEDING WITH WORK. B. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE 9. IF THE SPECIFIED EQUJPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL UY THE ENGINEER PRIOR TO PROCEEDING. 10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SKALL CONFIRM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. 11. GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLINES. 12. ERECTION SHALL BE DONE IN A WORKMANLIKE MR'NNER BY COMPETENT EXPERIENCED WORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND THE BLOT ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID PLUMB AND TRUE AS INDICATED ON THE DRAWINGS. 13. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY LOCAL JURISDICTION. CONTRACTOR SHALL KEEP AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DEBRIS. 14. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. 15. CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO COMMENCEMENT OF WORK. 16. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS. PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIREO AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 17. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 18. GENERAL CONTRACTOR SHALL CDORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS TO THE SITE AND/OR BUILDING. 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONSTRUCTION UNTIL JOB COMPLETION. 20. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA, AND CHANCE ORDERS ON THE PREMISES AT ALL TIMES. 21. THE GENERAL CONTRACTOR SHALL PROVIDE PORTABLE FIRE ETINGUMSHERS WITH A RATING OF NOT LESS THAN 2-A OT 2-AAO-B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION. 22. ALL EXISTING ACTIVE SEWER, WATER, CAS. ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. CDNTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED SPACE. C) ELECTRICAL SAFETY, AND D) TRENCHING & EXCAVATION. 23. ALL EXISTING INACTIVE SEWER, WATER, GAS. UECTRIC, AND OTHER UTILITIES. WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHWA. BE REMOVED, GAPPED. PLUGGFD OR DTHERWHSE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE C(EGUTLON OF THE WORK. AS DIRECTED BY THE RESPONSIBLE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES. 24. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALLL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. 25. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION. IROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL 25. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUNDING. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 27. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT STANDARO PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR DENSITY IN OPEN SPACE_ ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL BE BACKT)LLED WITH FLOWABLE FILL OR OTHER MATERIAL PRE -APPROVED BY THE LOCAL JURLMICTIDN. 28. ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS. STONES, AND OTHER REFUSE SWILL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER. 29. ALL BROCHURES, OPERATING AND MAINTENANCE VICE MANUALS. CATALOGS, SHOP DRAWINGS, AND OTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND PRIOR TO PAYMENT. 30. CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS -BUILT REDLINES TO THE GENERAL CONTRACTOR UPON 31. wNTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. 32. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND IS NOT FOR HUMAN HABITAT (NO HANDICAP ACCESS REQUIRED). 33. OCCUPANCY G LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 11MES PER MONTH, BY AT&T TECHNICIANS. 34. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. 35. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST REVISION AT&T MOBILITY GROUNDING STANDARD 'TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM/GPRS WIRF1 SITES' AND 'TECHNICAL SPECIFICATION FOR FACILITY GROUNDING'. IN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATION AND THE DRAWINGS, THE DRAWINGS SHALL GOVERN. 36. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTNNING ALL PERMITS AND INSPECTIONS REQUIRED FOR CONSTRUCTION. IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR IMMEDIATELY. 37. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. 38. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS PROVIDED BY THE SITE OWNER CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 39. NO WHITE STROBE LIGHTS ARE PERMITTED. LIGHTING IF REQUIRED, WILL MEET FAA STANDARDS AND REQUIREMENTS. 40. ALL COAXIAL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. ANTENNA MOUNTING 41. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TIA-222 OR APPLICABLE LOCAL CODES. 42. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 'ZINC (HOT -DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS', UNLESS NOTED OTHERWISE. 43. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153 'ZINC -COATING (HOT -DIP) ON IRON AND STEEL HARDWARE% UNLESS NOTED OTHERWISE. 44. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM A780. 45. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH LOCK NUTS, DOUBLE NUTS AND SHALL BE TORQUED TO MANUFACTURER'S RECOMMENDATIONS. 46. CONTRACTOR SHALL INSTALL ANTENNA PER MANUFACTURER'S RECOMMENDATION FOR INSTALLATION AND GROUNDING. 47. ALL UNUSED PORTS ON ANY ANTENNAS SHALL BE TERMINATED WITH A 50-OHM LOAD TO ENSURE ANTENNAS PERFORM AS DESIGNED. 43. PRIOR TO SETTING ANTENNA AZIMUTHS AND DOWNTILTS, ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA MOUNT FOR TIGHTNESS AND ENSURE THAT THEY ARE PLUMB. ANTENNA AZIMUTHS SMALL BE SET FROM TRUE NORTH AND BE ORIBM WITHIN +/- 5X AS DEFINED BY THE RFDS. ANTENNA DOWNTILTS SHALL BE WITHIN +/- 0.5X AS DEFINED BY THE RFDS. REFER TO ND-DO246. 49. JUMPERS FROM THE TM'S MUST TERMINATE TO OPPOSITE POLARIZATION'S IN EACH SECTOR. 50. CONTRACTOR SHALL RECORD THE SERIAL /, SECTOR, AND POSITION OF EACH ACTUATOR INSTALLED AT THE ANTENNAS AND PROVIDE THE INFORMATION TO AT&T. 51. TMKS SHALL BE MOUNTED ON PIPE DIRECTLY BEHIND ANTENNAS AS CLOSE TO ANTENNA AS FEASIBLE IN A VERTICAL POSITION. 52. ANTENNAS SHALL HAVE A 4'-0' MIN CENTER TO CENTER HORIZONTAL SEPARATION. TORQUE REQUIREMENTS 53. ALL RF CONNECTIONS SHALL BE TIGHTENED BY A TORQUE WRENCH. 54. ALL RF CONNECTIONS, GROUNDING HARDWARE AND ANTENNA HARDWARE SHALL HAVE A TORQUE MARK INSTALLED IN A CONTINUOUS STRAIGHT LINE FROM BOTH SIDES OF THE CONNECTION. A. RF CONNECTION BOTH SIDES OF THE CONNECTOR. B. GROUNDING AND ANTENNA HARDWARE ON THE NUT SIDE STARTING FROM THE THREADS TO THE SOLID SURFACE. EXAMPLE OF SOLID SURFACE: GROUND BAR, ANTENNA BRACKET METAL 55. ALL BM ANTENNA HARDWARE SHALL BE TIGHTENED TO 9 LB -FT (12 NM). 56. ALL 12M ANTENNA HARDWARE SHALL BE TIGHTENED TO 43 LB -FT (58 NM). 57. ALL GROUNDING HARDWARE SHALL BE TIGHTENED UNTIL THE LOCK WASHER COLLAPSES AND THE GROUNDING HARDWARE IS NO LONGER LOOSE. 58. ALL DIN TYPE CONNECTIONS SHALL BE TIGHTENED TO 18-22 LB -FT (24.4 - 29.8 NM). 59. ALL N TYPE CONNECTIONS SHALL BE TIGHTENED TO 15-20 LB -IN (1.7 - 2.3 NM). FIRER &. POWER -CABLE MOUbWNG So. THE FIBER OPTIC TRUNK CABLES SHALL. BE INSTALLED 1NTO CONDURS, CHANNEL GABLE TRAYS, OR CABLE TRAY. WHEN INSTALLING FIBER OPTIC TRUNK CABLES INTO A CABLE TRAY SYSTEM, THEY SHALL BE INSTALLED INTO AN INTER DUCT AND A PARTITION BARRIER SHALL BE INSTALLED BETWEEN THE 600 VOLT CABLES AND THE INTER DUCT IN ORDER TO SEGRi CITE CABLE TYPES, OPTIC FIBER TRUNK GABLES SHALL HAVE APPROVED GABLE RESTRAINTS EVERY (60) SIXTY FEEL AND SECURELY FASTENED TO THE CABLE TRAY SYSTEM. NFPA 7D (NEC) ARTICLE 770 RULES SHALL APPLY. 61. THE TYPE TC-ER CABLES SHALL BE INSTALLED INTO CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY AND SHALL BE SECURED AT INTERVALS NOT EXCEEDING (6) SIX FEET, AN EXCEPTION; WHERE TYPE TC-ER CABLES ARE NOT SUBJECT TO PHYSICAL DAMAGE, CABLES SERAIL BE PERUMED TO MAKE A TANSMN BETWEEN CONDUITS. CHANNEL GABLE TRAYS, OR CABLE TRAY WHICH ARE SERVING UTILIZATION EQUIPMENT OR DEVICES, A DSTANCE (6) SIX FEET SMALL NOT BE EXCEEDED WTWff CONTINUOUS SUPPORTING. NFPA 70 (NEC) ARTICLES 336 AND 392 RULES SHALL APPLY. 62. WHEN INSTALLING OPTIC FIBER TRUNK CABLES OR TYPE TC-ER CABLES INTO CONDUITS, NFPA 70 (NEC) ARTICLE 300 RULES SHALL APPLY. l_ i' �► ► � 1 l� COAXIAL CABLE NOTES 53.TYPES AND SIZES OF THE ANTENNA CAKE ARE BASED ON ESTIMATEO LENGTHS. PRIOR TO ORDERING CABLE, CONTRACTOR SHALL VERIFY ACTUAL LENGTH LEASED ON CONSTRUCTION LAYOUT AND NOTIFY THE PROJECT MANAGER IF ACTUAL LENGTHS EXCEED MMATED LEENGTHS. 62. CONTRACTOR SHALL VERIFY THE DDW4N-TILT OF EACH ANTENNA WITH A DIGITAL LEVEL.. 53. CONTRACTOR SHALL CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. REFER TO ANTENNA SYSTEM LABELING STANDARD' ND-00027 LATEST VERSION. 64. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE SHALL BE 1/2- DIA. LDF AND SWILL NOT EXCEED 6'-0'. 65.ALL COAXIAL CABLE SHALL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE, IN AN APPROVED MANNER, AT DISTANCES NOT TO EXCEED 4'-0' CC. 56. CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING BOTH THE INSTALLATION AND GROUNDING OF ALL COAXIAL CABLES. CONNECTORS, ANTENNAS, AND ALL OTHER EQUIPMENT. 67.CONTRACTOR SHALL WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF AMALGAMATING TAPE. WEATHERPROOFING SHALL BE COMPLETED IN STRICT ACCORDANCE WITH AT&T STANDARDS. [:FNFRAi CABLE, AND EQUIPMENT NOTES 68. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ANTENNA, TMAS, DIPLEXERS, AND COAX CONFIGURATION, MAKE AND MODELS PRIOR TO INSTALLATION, 69. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER TOWER MANUFACTURER'S RECOMMENDATIONS. 70. CONTRACTOR SHALL REFERENCE THE TOWER STRUCTURAL ANALYSIS/DESIGN DRAWINGS FOR DIRECTIONS ON CABLE DSMIBUTION/ROUTING. 71.ALL OUTDOOR RF CONNECTORS/CONNECTIONS SHALL BE WEATHERPROOFED, EXCEPT THE RET CONNECTORS. USING BUTYL TAPE AFTER INSTALLATION AND FINK. CONNECTIONS ARE MADE. BUTYL TAPE SHALL HAVE A MINIMUM OF ONE-HALF TAPE WIDTH OVERLAP ON EACH TURN AND FAITH LAYER SHALL TIE WRAPPED THREE TIMES. WEATHERPROOFING SHALL BE SMOOTH WiTHOUT BUCKLING, BUTYL BLEEDING IS NOT ALLOWED. 72. IF REQUIRED TO PAINT ANTENNAS AND/OR COAX: A TEMPERATURE SHALL BE ABOVE 50' F. B. PAINT COLOR MUST BE APPROVED BY BUILDING OWNER/LANDLORD. C. FOR REGULATED TOWERS, FAA/FCC APPROVED PAINT IS REQUIRED. D. DO NOT PAINT OVER COLOR CODING OR ON EQUIPMENT MODEL NUMBERS. 73.ALL CABLES SHALL BE GROUNDED WITH COAXIAL CABLE GROUND KITS. FOLLOW THE MANUFACTURER'S RECOMMENDATIONS. A GROUNDING AT THE ANTENNA LEVEL. B. GROUNDING AT MID LEVEL, TOWERS WHICH ARE OVER 200'-O', ADOMONAL CABLE GROUNDING REQUIRED. C. GROUNDING AT BASE OF TOWER PRIOR TO TURNING HORIZONTAL. D. GROUNDING OUTSIDE THE EQUIPMENT SHELTER AT ENTRY PORT. E. GROUNDING INSIDE THE EQUIPMENT SHELTER AT THE ENTRY PORT. 74. ALL PROPOSED GROUND BAR DOWNLFADS ARE TO BE TERMINATED TO THE EXISTING ADJACENT GROUND BAR DOWINLEADS A MINIMUM DISTANCE OF 4'-0' BELOW GROUND BAR. TERMINATIONS MAY BE EXOTHERMIC OR COMPRESSION. 75. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ANTENNA AND THE COAX CONFIGURATION IS THE CORRECT MAKE AND MODELS, PRIOR TO INSTALLATION. 76. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRAZING, ETC. SHALL BE INSTALLED PER TOWER MANUFACTURER'S SPECIFICATION & RECOMMENDATIONS. 77. ANTENNA CONTRACTOR SHALL FURNISH AND INSTALL A 12'-0' T-BOOM SECTOR ANTENNA MOUNT, IF APPLICABLE, INCLUDING ALL HARDWARE SAFETY ENFORCEMENT SAFETY IS OF PARAMOUNT CONCERN TO BOTH SITE WORKERS AND THE PUBLIC. 1. CONSTRUCTION WORK PRESENTS UNIQUE THREATS TO HEALTH AND SAFETY. THE CONTRACTOR IS RESPONSIBLE TO EDUCATE THDR WORK FORCE OF THESE DANGERS AND LIMIT THEIR EXPOSURE TO HAZARDS. THIS EDUCATION SKILL INCLUDE BUT NOT BE UMTfED TO APPLICABLE TRAINING COURSES AND CERTIFICATIONS. PROPER PERSONAL PRDTECEIVE EQUIPMENT USAGE, DAILY TALGATE MEETINGS AND ANY OTHER PREVENTATIVE MEASURES WHICH MAY BE REASONABLY EXPECTED. THE CONTRACTOR AND ALL SUB --CONTRACTORS SKNL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREk AD,ACM AREAS AND ANY PROPERTY OCCUPANTS WHO MAIM OF AFFECTED BY THE WORK UNDER CONTRACT. THE CONTRACTOR SHALL RENEW ALL LANDOWNER, PRIME CONTRACTOR, CARRIER. OSHA. AND LOCAL SAFETY GUIDELINES AND AT ALL TIMES SHALL CONFORM TO THE MOST RESTRICTIVE OF THESE STANDARDS TO ENSURE A SAFE WORKPLACE 2. ALL SAFETY EQUIPMENT SHALL BE INSPECTED ACCORDING TO ALL OSHA AND INDUSTRY SCHEDULED INTERVALS AND ALL INSPECTIONS SHALL BE DOCUMENTED PER APPLICABLE CODES AND STANDARDS. 3. TOWER WORK PRESENTS AODMONAL THREATS TO HEALTH AND SAFETY. ALL TOWER WORKERS WORKING ON A TOWER MUST BE ADEQUATELY TRAINED AND MONITORED TO ENSURE THAT SAFE WORK PRACTICES ARE LEARNED AND FOLLOWED. AS REQUIRED BY DSHA WHEN WORKING ON EXISTING COMMUNICATION TOWERS. EMIPLQYEES MUST BE PROVIDED WITH APPROPRIATE FALL PROTECTION. TRAINED TO USE THIS FALL PROTECTION PROPERLY, AND THE USE OF FALL PROTECTION MUST BE CONSGnNLY SUPERVISED AND ENFORCED BY THE CONTRACTOR. 4, ELECTRICAL WORK PRESENTS SPECIFIC THREATS TO THE HEALTH AND SAFETY OF WORKERS ON SITE. SPEZIFLCALLY ELECTROCUTIONS ARE THE FOURTH LEADING CAUSE OF DEATH ON STRUCIION SITES. ALL ELECTRICAL WORKERS SHAM HAVE CURRENT GERTIFKATLONS WHICH SATISFY ALL THINNING REOLIIREMENTS IN THE ELECTRICAL WORK THEY ARE PERFORMING PER OSHA STANDARDS. ALL ELECTRICAL WORKERS SHALL ADHERE TO ALL. SAFETY RULES AND REGULATIONS FOR WORKER AND PUBLIC SAFETY. ALL WORK SHALL BE PERFORMED BY QUALIFIED ELECTRICIANS TRAINED FOR THE TYPE OF WORK AND THE VOLTAGES PRESENT FOR EACH TASK. THE CONTRACTOR SHALL REVIEW ALL LANDOWNER. PRIME CONTRACTOR, CARRIER. OSHA NFPA 70. AND LOCAL SAFETY GUIDWNES AND AT ALL TIMES SHALL ODNFORM 10 THE MOST RESTRICTIVE OF THESE STANDARDS TO ENSURE A SAFE WORKPLACE. at&t mobility wpica'UTP109F 01SA �� Glos PYMI, 51�10n10y Blom a6 Dd*Nw. MAC. da CAMP P• Cd10111BI. sums & Dwmsml, PC cqwwC B•Spek 47-. Bm. R DWIw1 �, dd arw H4 Sd"-. Rw ■ D*4w PC 2014 PROJECT NO: 2014782.75187.07 DRAWN BY: MCK CHECKED BY: SJV D D!/la/14 B511FD FOR 00WR11CBDN B 0//OS/14 16MT.FD 4fR " DOIOEDlf A 05/19/14 Wp RA IMMEN 1WASI y4� 0 a RBA NE TACOMA WA6696 33914 19TH AVENUE SW FEDERAL WAY, WA 98063 LTE - MONOPOLE SHEET TITLE GENERAL NOTES SHEET NUMBER GN -2 1 I (1) 22'x34' SCALE 3/4' - 1'-0- 11.07- SCALE 3/8' - 1'-0' e o 1' COMPOUND SITE PLAN I 1 EXISTING FIBER BOX rEXISTING ARGUS EEKI5�IIN�/G�(BBU Pou MARATHON RACK W/(16) BATTERIES BBATTTE�RIE�Sj r 22'x34' SCALE. 3/4• = 1'-W 11'x17' SCALE 3/8' = 1'-0• 1 d D 1' 22•x34• SCALE 31r - 1'-0' 11•x17• SCALE 3/8• - 1'-0' 1 8 0 1' AUX. EXISTING COAX RACK EXISINC CPS ANTENNA EXISTING GPS ANTENNA EXISTING FIBER 'IV '\/ BOX NSTALL PROPOSM 2C EQUIPMENT INTO EXISW LTE RA RACK EXISTING ARCUS easnNG BBU PDU W/(8) RACK W108) _ MARATHON MARATHON dd BATTERIES BATTERIES 1 `EXISTING CPS ANTENNA >� DISCONNECT SWITCH >; PS7MG 200AMP AC PANEL EXISTING METER E]LWNG FIBER EXISTING 11'-8' X Sr-8• AT&T EQUIPMENT SHELTER EXISTING EQUIPMENT LAYOUT j 2 ` EXInNG YELCO BOARD EXISTING DISCONNECT SWITCH EXISTING 200AMP AC PANEL EX6TNC METER EXISTING FIBER AUi¢. CABINET E705RNG 11'-8X 17'-8• AT&T EQUIPMENT SHELTER EXMSIING COAX RACK PROPOSED EQUIPMENT LAYOUT, 3 i at&t �.,.. mobility Ahh, G1my 11� Stlrxer, 81mr k 0�}1A,be4 a4 � Gi-MS PPiR, Sdwww, Bunn i DW400% PC OoPiaVk prig lMt,Sdrm,l►n�RCrtYre1 01G. PROJECT NO: 2014782.75187.07 DRAWN BY: MCK CHECKED BY: SJV 0 1 OW04 I GPM FOR 0OWMICIION R 06/ab/14 1 W MFD M CUBIT COMMENT A OS/19/14 1RY1011 �11,1 KoTFC' Mr NE TACOMA WA6696 33914 19TH AVENUE SW FEDERAL WAY, WA 98063 LTE - MONOPOLE SHEET TITLE COMPOUND PLAN & EQUIPMENT LAYOUT SHEET NUMBER C-2 No1E: YERFY EI041BIO F70NOfOO11S - ALL IIOt1NFIFIC ATM[}RiF7� AIiO 1W DE ATTACH RRH ANTENNA PIPE MOUNT DETAIL . WEENCTOWK, NOTE: ANTENNA NOT SHOWN FOR RRH mNG ,IT BRACKET 2 3/8' ANTENNA FAOUHMNa PIPE DIMENSIONS, WxDxH: (10.63'xB.B x20.5) 270x226420mm WEIGHT. WITHOUT MOUNTING Krr: 60 Ibs POWER SUPPLY: -49Y TEMP. RANGE W/OUT SOLAR LOAD: (-40'F TO +1317) -40'C TO +5TC wE 75MC ODfW5 NRW ATWHKHM- o LfAE SMLL EYnM BY TA0 RRH SPECIE[CATIONS 1790 Hz) PROPOSED DC SURGE SUPPRESSOR B OUINTEL ANTENNA OS8658-3 RADOME MATERIAL' FIBERGLASS, IN RESISTANT RADOME COLOR: LIGHT GREY DIMENSIONS, HxWxD: 243Bx3O7x312mm (24387005'x2297 NET WEIGHT: 110.0 Ibs CONNECTOR: XXX NO SCALE PROPOSED LTE ANTENNA SPEC Fi IONS ALCATE L- LUCENT_RRH4X25-WCS-4R O O DIMENSIONS, WxDxH: (12.0070.70701.50') SODx305x220mm WEIGHT, WITHOUT MOUNTING KIT: 31.5 Ibs POWER SUPPLY: -43VDC TEMP. RANGE W/OUT SOLAR LOAD: (-4(rF TO +1317) -40'C TO +55'C NO SCALE 1 4 PROPOSED ANTENNA PIPE MOUNT (TYP) (1) PROPOSED I I I I 1-PAIR FIBER PROPOSED LTE CABLE CM) ANTENNA ON PROPOSED PIPE _ MOUNT (1) PROPOSED - ALARM CABLE (1) PROPOSED I I I CABLE f I I I f f (1) PROPOSED FIBER TRUNK :_ PROPOSED ANO &) PROP0 0 3-PAIR NSG GABLE (1fF Oc PbYYER TRUNK ROUTED IN PROPOSED CARLON P&C EXISTING MONOPOLE PROPOSED COAX FLDC CORRUGATED FLEXIBLE JUMPER (TYP) CONDUIT INSIDE MONOPOLE YEItFx I7(40N0 calLxtloNs 111f AIL MOLRR•iC ArrACHI{�1'4 1SN4DYIC11111 .0 ATFAC10:bR YANfiFAC,ORER H SPECIFICATIONS - W S RAYCAPC -48- - -8F e.7o- DIMENSIONS, WxDxH: 28Ox610mm (11'x24 ) NOMINAL OPERATING VOLTAGE 48 VDC NOMINAL DISCHARGE CURRENT: 20 kA 8/20µs MAXIMUM DISCHARGE CURRENT: 60 kA 8/20Ps MAXIMUM CONTINUOUS OPERATING VOLTAGE: 75 VDC VOLTAGE PROTECTION RATING: 40D V WIND LOADING: 150 MPH (SUSTAINED 195 MPH (GUST) TOTAL WEIGHT., 32.8 Ibs P.'P I fY NO SCALE 2 NO SCALE 1,• L-LUCENT ANTENNA 3JR52703AAAA RADOME MATERIAL-* FIBERGLASS. IN RESISTANT RADOME COLOR: LIGHT GREY DIMENSIONS, HxWxD: 24311007012mm (96.0702.1'02.37 NET WEIGHT: 121.0 Ibs CONNECTOR: XXX um �A7TAG AI tat` NO SCALE 3 s Sft�wodl at &t 97_• mobility 1&'6 Cim, h* Sdww, W= i S&MM, mom i De kwm, PC ALQAjFL-LUQENj 9341 R 6 -190 - R PROJECT N0: 2014782.75187.07 DIMENSIONS, WxDxH: (10.55x9.BBx25.547 26Bx248x649mm O 0 DRAWN BY. MCK WEIGHT, WITHOUT MOUNTING KIT: 49.05 Ibs ❑ O CHECKED BY: SJV POWER SUPPLY: -46VDC TEMP. RANGE W/OUT SOLAR LOAD: (-4(rF TO +122-F) -40'C TO +50'C 10l6' Q p 0 Oe/1e/14 IS= FOR ODI6IRUCIION B tl1�06/t4 LIAR OOIBENf A 0•/1 WAS11 C' I&E.man IIr eee' 5RRH SPE91FICATIONS- NO SCALE 6 i• - NE TACOMA N WA6696 33914 19TH AVENUE SW FEDERAL WAY, WA 98063 LTE - MONOPOLE SHEET TITLE ANTENNA & RRH UNIT DETAILS SHEET NUMBER RF-2 $ NOT USED NO SCALE 9 1i011D �NKrr Nm BY AIWIFRI I&MME HARDWW SHALL T� N LTE GPS ANTENNA SHEUER MOUNT NOT USED PROPOSED CPS ANTENNA PROPOSED GPS ANTENNA MOUNT OR APPROVED EQUIVALENT EXISTING STRUCTURE SECURE TO WALL USING (4) BOLTS GROUND KIT T/2' COAX GABLE 8' 11NIMUM BENDING RADIUS PER CABLE MANUFACTURER'S SPECIFICATIONS NO SCALE NO SCALE 1 4 NL _5 1. IT IS CRITICAL THAT THE CPS ANTENNA IS MOUNTED SUCH THAT IT IS WITHIN 2 DEGREES OF VERTICAL AND THE BASE OF THE ANTENNA IS WITHIN 2 DEGREES OF LEVEL 2. DO NOT SWEEP TEST CPS ANTENNA 3. PLACE PROPOSED CPS ANTENNA A MIN. OF 10' (3 METER) HORIZONTALLY FROM ALL EXISTING TRANSMITTING ANTENNAS. 4. THE CPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD 3/4' DIAMETER. SCHEDULE 40. GALVANIZED STEEL OR STAINLESS STEEL PIPE. THE PIPE MUST NOT BE THREADED AT THE ANTENNA MOUNT END. THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH (MINIMUM OF 18') USING A HANG OR ROTARY PIPE CURER TO ASSURE A SMOOTH AND PERPENDICULAR CUT. A HACK SAW SHALL NOT BE USED, THE CUT PIPE END SHALL BE DEBURRED AND SMOOTH EDGES IN ORDER TO SEAL AGAINST THE NEOPRENE GASKET ATTACHED TO THE ANTENNA MOUNT. n�c �v�ruw nnami irnnue win GPS SPECIFICATIONS MINIMUM OF 75% OR 270' IN ANY DIRECTION GPS NO SCALE NO SCALE 2 5 LUCENT, 408762945, 53SL O PS SPLITT RLSS PIPE TO PIPE CLAMP SET (PART#10-188-001) NOTES: 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND CANNOT HAVE ANY BLOCKAGE EXCEEDING 25% OF THE SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FROM MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA 3. PROPOSED GPS MOUNTED A MINIMUM OF 10' AWAY FROM ANY TRANSMITTING ANTENNAS. 4. USED WHEN 2 NODE--B'S ARE USED. EXISTING LTE GPS NOT USED CPS ANTENNA 1 7/8' O.D. PIPE NOT£ 2 vFwFr p051010 CONOiE10HS - il0UHN1G ATTAL1 Z'3m AHO HARDWARES SHALL BE VU&IM BY A1TAfl mm wMaACTmM NO SCALE NO SCALE J 6 M at&t mobility I� GL1r„ Pylq St'�Io111• , iB711i to CMIF1a+rw1. h1a, dha C+y+nr � Sdmrftw. Bunn & D4 *NW6 PC PROJECT NO: 2014782.75187.07 DRAWN BY: MCK CHECKED BY: SJV 0 06/15/14 CSM TAR 0M1STM MM B 0!/Oi/14 RWV1= M WW 0010E1n NE TACOMA WA6696 33914 19TH AVENUE SW FEDERAL WAY, WA 98063 LTE - MONOPOLE SHEET TITLE SITE DETAILS SHEET NUMBER RF-3 NOT USED I NO SCALE t 7 NO SCALE 8 NO SCALE 9 22-x34- SCALE 1/2- = 1'-0- 11'07' SCAM' 1/4' - 1'-0' R I O 2' PROPOSED AT&T LTE PANEL ANTENNA [LTE WCS, UNITS BSO) (QUINTEL 098658-3) — RF-7 Ri-R ECTOR Y 3S AZIMUTH R Y AZIMUTH PROPOSED AT&T PANEL ANTENNA [GSiA M, UMTS is -DO) (QUINIE . =658-3) - O(D PROPOSED AT&T PANEL ANTENNA [UMTS 6501 (QUINTEL QSB658-3) - (a@)u>•-z RF-2 1 PROPOSED AT&T LIE PANEL ANTENNA [LTE WCS, UMTS 5501 (QUINTEL 05865E-3) 225134- SCALE- 1/2- - 1'-0' 11 x17' SCALE. 1/4' - 1'-0' V O 2' NOTE EXIT OPS EXISTING 1. FOR CLARITY ONLY PROPOSED GROUNDING IS SHOWN. ANTENNA TELCO F BOARD l� >(E) -EXISTING FIBER BOX LTTE �i INSTALL PAOP06EA LIE xe EoIIPMEIR RPCK --.� (E) UMTS 6Sw�I CABINET POWER CABINET FlF(WLCK (E) CABINET 7 DIISCSC NC DONNECT SWITCH EU5TENG 20OARP AC PANEL ~-EASTINC METER 77- EXiST1HG FIBER HVAC \�H�V IXlSOE CMRACR AA�S N A]rtbANA SCHEMATIC EQUIPMENT GROUNDING PLAN 1 NOTE - PROPOSED AT&T LTE 1. FOR CLARITY ONLY PROPOSED GROUNDING IS SHOWN. PANEL ANTENNA [ATE 2. SEE RF-1 FOR ANTENNA AZIMUTH CLARIFICATION. • PROPOSED AT&T 1900/7001 (ALU AA PANEL ANTENNA 3JR52703AAAA) WITH [GSM 050, UMTS BUILT IN RRH 1900) (QUINTEL PROPOSED AT&T 700 R56658-3) MHz RRH UNIT MOUNTED e e BETWEEN ANTENNAS (TYP. RF-z ~ ee OF t) I�-z RF-z RS's z 03 L MHAT&T 19DO zPRRHUNIT MOUNTED BETWEEN ANTENNA (IYP. OF 2) PROPOSED AT&T (1) SURGE - 1 _ SUPPRESSOR BIWPP SELFSELFee _ D TO EXISTING SSUPPORT RF-2 RF-2 TOWER LEG 9 , RF 2 i EXISTING AT&T (1) _ SURGE SUPPRESSOR BANDED TO Q IMUTH EXISTING SELF _ SUPPORT TOWER LEG PROPOSED AT&T PANELPROPOaEO AT&T LTE ANTENNA [GSM 850, UMTS 1900] (QUINTEL ' PANEL ANTENNA [LTE QS8558-3) 1900/7001 (ALL) AA PROPOSED AT&T LTE SiR52703AAAA) WITH z 7 PANEL ANTENNA [LTE s BUILT IN RRH RF-2 RF-2 5JR52700] (A) IT , . �� 3JRs2703AAiW WITH ,r BUILT IN RRH 4 RF 1 RF-S � xFz 0 0 u ra PROPOSED AT&T IBM H ,= MHz RRH UNIT MOUNTED BETWEEN ANTENNAS OF 2) uu ee fi RF-z RF-z SCHEMATIC ANTENNA GROUNDING 2z'x34' SCALE: 1/2- - r-0- SCHEMATIC ANTENNA GROUNDING 2 PLAN 0 90' RAID CENTER 2 71'x17' SCALE: I/4• - 1 -0• 2 ' ° 2' PLAN ® 99' RAD CENTER 1. THE CONDOR ROUTING IS DIAGRAMMATICALLY SHOWN ON THE PLANS AND ARE ONLY APPROXIMATION$. THE MWr LOCATION AND ROUTING SHALL BE FIELD VERIFIED. 2. ALL ELECTRICAL EQIPMENT AND CONTROLUNG OEVICES SHALL BE PROVIDED WITH ENGRAVED LAMICOID NAMEPLATES, INDICATING THE CIRCUITS ORIGINATION AND ALL EQUIPMENT TERMINATIONS. 3. CONTRACTOR SWILL PROVDE $TWVN-RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES. COAX CABLES, AND RET CONTROL CABLES. CABLE STR/tlN-RELIEFS, CABLE SUPPORTS SHALL BE APPROVED FOR THE PURPOSE. INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 4. CONTRACTOR SHALL PROVIDE ALL BREAKERS, CONDUITS, AND CIRCUIT CONDUCTORS, AS REQUIRED FOR A COMPLETED SYSTEM AND SWILL BE N COMPLIANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 5. WHEN ADDITIONAL +24Vdc TO--46Vdc CONVERTERS ARE REQUIRE➢ FOR LIE EQUIPMENT, ADDITIONAL +24Vdc R£CTIFICATION & ADDITIONAL BATTERIES MAY BE REQUIRED TO BE ADDED TO THE E7115TING MTTEf[Y STRING. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BREAKERS. RECTIFIERS, BATTERIES. CONDUIT, CABLE TRAY, & CONDUCTORS WHICH ARE REQUIRED FOR A COMPLETED. FUNCTIONING ELECTRICAL SYSTEM, 6, ALL CONDUITS SHALL BE INSTALLED IN COMPLIANCE WITH THE CURRENT NATIONAL ELECTRIC CODE (NEC) OR AS REQUIRED BY THE LOCAL JURISDICTION, WHICHEVER IS THE MOST STRINGENT. 7. PROPOSED TELCO WITH 25 PAIR ICKY-PICK CAT 5 CONDUCTOR IN (2) PROPOSED 4' SCH 40 PVC CONDUIT. CONTRACTOR TO COORDINATE WITH LOCAL TELEPHONE COMPANY. EACH 4' TELCO CONDUIT TO HAVE (2) 1-1/4- INTERDUCT CONDUITS FOR FIBER. B. PROPOSED POWER IN (2) PROPOSED 4' SCH 40 PVC CONDUITS. CONTRACTOR TO COORDINATE W/ LOCAL UTILITY COMPANY. 9. CONTRACTOR SHALL COORDINATE WITH POWER AND TELEPHONE COMPANIES, AND PROVIDE ALL MATERNiS REQUIRED. AND PROVIDE TRENCH. BACKFLL & SITE RESTORAnON. DEPTH OF CON➢UTTS PER N.E.C.. LOCAL JURISDICTION AND POWER & TELE COMPANY. WHICH EVER IS MORE STRINGENT. NOTES 1Q MECHANICAL GROUNDING CONNECTION (TYP). DETAIL ON SHEET E-4RFORRDUND Bus BAR wTH GROUND BAR CONSiRUCCTONRSEEE DETAILOUND KIT. SEE ON SHEET E-2 FOR GROUND WIRE CONNECTIONS, SEE DETAIL 6 ON SHEET E-2 FOR COAX GROUNDING. 8 /6 AWG ANTENNA MOUNT GROUND TO ANTENNA GROUND BUS BAR (TYP OF 3) SEE DETAIL 5 ON SHEET E-4. Q EXISTING GROUND BAR FROM ANTENNA GROUND BUSS BAR TO TOWER GROUND BUS BAR M? OF 2). SEE DETAIL 5 ON SHEET E-4. ® SJB EE AIL5 S H NIT GROUND (TY TO ANTENNA GROUND BUS BAR P OF 3) © /6 AWG 700 RRH UNIT GROUND ON ANTENNA GROUND BUS BAR (TYP OF 3) SEE DETAIL 5 ON E-4. Q) j6 AWG FROM GPS TO TIE INTO EXISTING GROUND BAR. Q J6 POWER RACK TO TIE INTO EXISTING GROUND BAR. ® 16 AWG RAYCAP SQUID GROUND TO ANTENNA GROUND BUS W. SEE DETAIL 5 ON SHEET E-2. ® GENERAL CONRACTOR SKULL VERIFY EXISTING CONDITIONS WITH PROVISIONS FOR (2) 02 AWG BARE TINNED GROUND LEADS FROM TOWER MASTER GROUND BAR TO TOWER GROUND RING. © EXISTING EQUIPMENT GROUND BAR (FIELD VERIFY LOCATION). GROUNDING KEY ABOVE GROUND TELCO ABOVE GROUND POWER -r-r-r-r-r-r-r-r— ABOVE GROUND TELCO/POWER- OVERHEAD POWER-"—"—r—"—r- OVERHEAD UTILITIES—m—"--'- UNDERGROUND DUCT ---"---'-- UNDERGROUND POWER--•��J"��'�- UNDERGROUND TELCO--f"'- •N*-WH GROUND BAR • CADWELD CONNECTION ■ SIDE SPLICE CADWELD LEGEND a t A —� mobility Wki;TdwEir CWMUAV#CA -W�'JKOAL 931m , PVK Sdwanw, , Bw s A DiMi wn, Inc, dae GW^ PYIA, Sdwms, fume A DeFLiVw4 PC &.gym...Sdxa.l me�'Donwed41PC35D1c. PROJECT NO: 2014782.75187.07 DRAWN BY: MCK CHECKED BY: SJV G 06/10/14 1 �" FM OMSTRUMM a 06/0/14 REV= Tex CANT COMMENT A W/16/14 , A tEff 0r[iL �4 3O*Y IT IS A NE TACOMA WA6696 33914 19TH AVENUE SW FEDERAL WAY, WA 98063 LTE — MONOPOLE SHEET TITLE SCHEMATIC GROUNDING PLANS SHEET NUMBER E-1 TWO (2) 4' C. (1 CONDUIT W/3/3/0 & 1SPARE CONDUIT E STUB &CAPBOTHENDS (FURNISHED & INSTALLED BY CONTRACTOR) UND INRAT(FURNISHED & INSTALLED BY CONTRACTOR) — TWO (2) 4' C. (1 CONDUIT W/3/3/0 & /4G & 1 SPARE CONDUIT W/PULLWlRF, STUB & CAP BOTH ENDS (FURNISHED & INSTALLED BY CONTRACTOR)--� IF DISCONNECT DOES NOT COME WiTH SHELTER, CONTRACTOR r---' SHALL PROVIDE OUTDDOR 200A. 120/240V W.P. FUSON DISCONNECT SWITCH IF REQUIRED BY LOCAL JURISDICTION INSIDE I PREFAB 2DOA ELECTRIC I SHELTER DISTRIBUTION PANEL I (FUSEEPANELSCHEDULE EEP ON SHEET E-4) I TO EXISTING POWER SOURCE i ° I I I I I I I 3 1 I I I 20M 10, 120/24OV. 1 GANG ELECTRIC METER BASE (FURNISHED AND INSTALLED BY CONTRACTOR, METER SUPPLIED BY UTILITY Co.) 200A, 2P. 10. 120/24OV, SERVICE ENTRANCE RATED DISCONNECT SWITCH. (fURMSHED & INSTALLED BY CONTRACTOR) 200A. 2P. 10. 120/240v AUTOMATIC TRANSFER SWITCH (FURNISHED n/SHELTER) LOADING: NO NEW LOADS ADDED TO SYSTEM THIS PROJECT. SHOW FOR REFERENCE. EXISTING ELECTRICAL AC ONE-LI__IJE Dim AC CIRCUIT SCHEDULE NO FROM TO CONFIGURATION NOTE 0-SOU E METER CENTERTWO SETS 3/500 KCM/L IN 4' CONDUIT _ OMETER CENTER FUSIBLE SAFETY (3)/0 THHNAWG I1H NSWITCH (1) #4 - FUSIBLE SAFETY SWITCH TRANSFER SWITCH & WAD CENTER BY SHELTER MANUFACTURER _ �J MICRIN GENERATOR INTERFACE PANEL TRANSFER SWITCH & LOAD CENTER BY SHELTER MANUFACTURER _ 5 AC WAD CENTER RECTIFIER /1 (2) /10 THHN/n1WN (1) /10 AWG CND 1 5 AC LOAD CENTER RECTIFIER /2 (2) FIG THHN/THWN (1) /10 AWG GND 1 O7 AC WAD CENTER RECTIFIER /3 (2) /10 THHN/TIWN (1) /10 AWG GND 1 QO AC WAD CENTER RECTIFIER /4 (WN (1)/10 / 0 AWS GND 1 O AC WAD CENTER RECTIFIER /5 (2) 110 TM,� T� 1 10 AC WAD CENTER RECTIFIER /6 (2) #100 AWN GND 1 11 0 AC LOAD CENTER RECTIFIER /7 ((1// 0 AWN GND ) 1 12 AC WAD CENTER RECTIFIER IS ((1)/IG #10 ATMWG GHD10 1 13 AC LOAD CENTER RECTIFIER /9 TKHNI ((1)// 0 AWG OND 1 NO SCALE I 1 ilia NL1mm CL4OXMI Mom WASElt TFtlV5ECTOR VOLTAW 240W= PFMa@ 1 wIft 2 MAIN ISRSAIM 200 AMP am RATUNO: ;IMPS M: 15K MOIaIT: $URFACE WaIIIAL OW YP3 QROUat MAIL Tao BRiOSURIE TYPE Ns" it M m OFIMM BOM: TW PAMM 8TATU7: CAISTINO INTERNAL TVEi: Tao _ CKT LOAD D TON AN" POLES STATUS LOAD VR FACTOR VA VA FACTOR 4OA0 VA STATUS POLE• Aws LOAD F�PflON CKY t SPACE - - NIA 0 IN 0 IN 0 WA - -- �� 2 2 SPAW - - WA 0 1.00 140 0 ON 1 as F+OWER PROM URUTY 4 a SPACE - - WA 0 1.00 0 1.00 0 WA - - STAGS: a 7 aPACE - - NIA 0 IN f IN 0 OFF 2 100 POWMFI M • 9 SPACE - - WA 0 1.00 0 IN 0 OFF - - Oa0IATDR 10 11 SPACE - - WA 0 IN IN 0 WA - - SPACE 12 12 SUFMAI�TOR a 2 ON 0 1.00 0 IN 0 WA - - $FACT^ 14 to - - - ON 0 IN 1.00 MO ON 70 2 ARMAI 1• 17 R&CIN ER so 30 2 ON a00 1.00 I= 1.00 MO ON - - FBY..watos M 19 - - ON an In "Do 1.00 ro0 ON a 2 AR0U7 a 21 AC EAST IN M 7 ON 2M0 In am 1.00 MO ON - - I�CDFIETt O 22 a - - ON am I" IN MO ON 20 2 ARDL$ a 2a JACTFIESTO Nn 2 ON 300 in NYJO IN MO ON - - RT37TIFIER93 a ON 2000 IN t.00 NDO ON i0 2 AROUS a a OUTi10E aUR$T 2D 1 ON aM IN talc 1.00 m0 ON - - MC11FIER M >o „ - - WA 0 100 i00 in an ON 70 2 I110T1Flot M M b s• - - - - - NIA MR • 0 IN IN aaa 240 IN IN ao• fM ON ON - a - 1 PURML AC K a A - - NM 0 In IN 21• O4F�3��:7� UGHN OUTLETS a y - - WA 0 1A0 IN 0 ! oF FAN40 NA • 1.00 c IN 0 y W - N 11040] LUPI VA T 11LMA 2t.72 a7t1aTINa PANIL L AIIPd OL 1. THE SCOPE OF WORK SHALL DICTATE THE EQUIPMENT TO BE INSTALLED. EQUIPMENT SHALL BE EQUAL TO OR BETTER THAN REFERRED VENDORS. 2. THE CONTRACTOR SHALL VERIFY THE LOAD CENTER SCHEDULE IS ACCURATE AND TRUE IF THE LOAD CENTER SCHEDULE IS NOT TRUE THE CONTRACTOR SHALL NOTIFY THE ENGINEER WITH THE CORRECTIONS AS SOON AS PRACTICABLE. 3. CONTRACTOR SHALL PROVIDE ALL CONDUITS. CIRCUITS REQUIRED OF A COMPLETED SYSTEM AND SHALL BE IN COMPLIANCE WITH THE MANUFACTURER'S REQUIREMENTS. 4. CONTRACTOR SWILL BE RESPONSIBLE FOR AS -BUILT LOAD CENTER SCHEDULE AND SITE DRAWINGS. EXISTING AC ELECTRICAL LOAD CENTER NO SCALE AC CIRCUIT SCHEDULE NO FROM TO CONFIGURATION NOTE 14 AC LOAD CENTER EXTERIOR GFCI HWN (2) /12 G ND 3/1 (1) /12 AWG GND 3/4'C - 15 AC LOAD CENTER HVAC #1 WN (2) /S TG OND 3/ (1) /10 AWG CND S/4'C .. 1a AC LOAD CENTER HVAC /2 (2) /S THHN/TH•M (1) FIG AWC CND 3/4'C - O17 AC LOAD CENTER INTERIOR RECEPTACLES (2) /12 iHHN/11 3/ (1) /12 AWG GND 3/4'C _ 1a O AC LOAD CENTER INTERIOR LIGHTS (2) /12 G ND3/ (1) /12 AWG CND 3/4'C - 19 O AC LOAD CENTER EXTERIOR LIGHTS (2) F12 7HHN/THWNI (1 (2) /12 AWC CND 3/4-C - NOTE 1: CIRCUITS ROUTED IN MINIMUM 1-1/4' CONDUIT EXISTING AC CIRCUIT SCHEDULE NO SCALE 1 3 at&t mobility W Glue, P1rK Sd—, 0— & DeFI wg� Fc, dbe Gk^ Pyle. Sdwmer, Bww a, De}1n+W6 PC [opplPL G=tuR R'r. Sdmc, �m ■ Od4rtry 1K.. tl6� tlw; iy1R sear,^ A1i1P R wlln�,, IC 701� PROJECT NO: 2014782.75187.07 DRAWN BY: MCK CHECKED BY: SJV O1 OB/18/14 WIM FOR CIMMI)CIION B 00/05/14 IaA= PER CLW C 9W01T A-/10/14 RL�1L11' 2 Y J. D,V WAS Wi IT IS A rvi` NE TACOMA WA6696 33914 19TH AVENUE SW FEDERAL WAY, WA 90063 LTE — MONOPOLE SHEET TITLE ONE —LINE DIAGRAM, AC PANEL & DETAILS SHEET NUMBER E-2 4 NOTES 1. INSTALL ADDITIONAL CIRCUITS TO RECTA ADDMOI,LkL -48Vdc POATR FOR LTE S 2. DC WIRING SHOWN IS AHIICIPATEO WIRII DETERMINEO AT TIME GF CONSTRUCTtoN SElECI10N. 1 1 i I 1 I 1 1 1 I 1 I 1 I ! I 1 I 1 2 I I I 3 4 1 E 5 6 1 1 7 B a 9 10 1 1 11 e r 12 I 1 13 14 15 16 1 I 17 16 i 19 n o 20 e 1 1 21 22 i 1 23 24 i 1 25 26 1 I 27 28 I l 29 30 I 1 31 32 i 33 a 34 I 35 36 1 1 37 36 1 i 39 40 i 1 41 42 1 1 1 1 L----------------J I TOPROPOSED MASTER G NMDM BAR CIRCUIT SCHEDULE NO FROM TO CONFIGURARON NOT USED NOT USED NOT USED V NOT USED NOT USED NOT USED 2 10 Q 48VDC CIRCUIT LTE BBU THHN -VW-, DC LE O48VDC CIRCtffr RAYCAP SURGE PROTECTION , 2-010 TNHN N-oVIY-, 48VDC CIRCUIT RAYCAP SURGE PROTECTION (1) 2 10 THHN/THWN-YW-1 WO-46-60-RM CARE p6 48MC CIRCUIT RAYCAP SURGE PROTECTION , 2- 10 THIN -w-1 Dc6-48-60-RM CIRCUIT SUN RAYCAP SURGE 10 , 2 10 o49M 7 PROTECTION 7HHN N DC6-46-6O-RY E PQ CABLE 48VDC CIRCUIT PA 1 2- 10 oE) DC6-4B-6D-RY O 4BVDC CIRCUIT RAYOW SURGE PROTECTION (1) 2- 70 �VYC-1 (FUNRE) DCB 10 48VDC CIRCUIT RAYCAP SURGE PROTECTION (1) 2-K10 THHN/THWN-VW-1 OC6-48-60-RM TYP T -R 11 48VDC CIRCUIT RAYCAP SURGE PROTECTION THHN/THWN-VW-1 DC6-48-60-RM TYPE TC-RE DC CABLE RAYCAP SURGE (1) 2-i10 12 48VDC CIRCUIT PROTECTION THHN/THWN-VW-1 DC6-48-60-RM TYPE T -R DC CABLE RAYCAP SURGE 13 4BVDC CIRCUIT PROTECTION 7WN/THWN-VW-1 DC6-4B-60-RM TYPE TO- lE 14 48VDC CIRCUIT RAYCAP SURGE PROTECTION 1� 210 THHN/THWN-VW-1 DC6-48-60-RM TYP iC-RE DC CABil RAYCAP SURGE (1) 2-110 15 48VDC CIRCUIT PROTECTION THHN/THWN-VW-1 DCfi-48-fi0-RM Tyoc T —RE LTC E Rkyw SURGE RAYCAP SURGE (2) 6-/6 16 PROTECBON - PROTECTION %1 DC8-46-6p-16-6F 7HHN/IHWN-VW-1 MU 17 PROTECTION /1 RRH2 REMOTE (1) 2 7HHN/R,IRN-V W-1 RADIO HEAD (12) PAIR FIBER OPTIC SURGE 1B LTE BBU PROLE CDre ABLE 0. sce ww �w� at&t mobility r ■ } Ghuk WI4 ScI mBr. lw& C1*wM4 hwr 1a cwAwr ft* Woffer, /ems k LIIIIIH ww4 PC Wy,wt o�w yt SdQnr. scars ■ twwen Mu. d7a CLw 1Y74 Sdq ,, 9 I a W4Vrf61C m14 PROJECT NO: 2014782.75187.07 DRAWN BY: MCK CHECKED BY: SJV O 06/19/14 Mw FOR CD116TM1LT10N B 06/0!/14 ROM PER CUNIf COMMENT '4 IT 5 A VIOULSW Ork W FCR ANY NE TACOMA WA6696 33914 19TH AVENUE SW FEDERAL WAY, WA 98063 LTE — MONOPOLE SHEET TITLE ELECTRICAL DC ONE —LINE DIAGRAM SHEET NUMBER E-3 NO SCALE Il --PROPOSED GPS ANTENNA NO SCALE 1 1 STRANDED COPPER WARTED (EXISTING SHELTER GROUNDING RING) T&9 CO. "C-TAP', CAT. 54730, CHIMP TYPE FYG1i FL FQ TAP OR EQUIVALENT LRECTION OF BOND TO TURN TO SHORTEST DISTANCE TO MGB �#6 AWG GREEN INSULATED STRMDED COPPER WIRE (UNTT BOND) GROUNDING WIRE CONNECTION DETAIL NO SCALE NEWTON INSTRUMENT COMPANY, INC. BUTNER. N.C. NO REQUIRED PARE NUMBER DESCRIPTION30 O5 1 1/4'x4'x' SOLID GROUND BAR �2 2 A-6056 WALL MOUNTING BRACKET Q3 2 3061-4 INSULATORS +O 4 3012-1 5/8'-11x1' H.H.C.S. OS 4 3015-8 5/6' LGCKWASHER DETAIL NOTES: 1. EXOTHERMICALLY WELD j2_ AWG BARE TINNED SOLID COPPER CONDUCTOR TO GROUND BAR. ROUTE CONDUCTOR TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC WELD. 2. THE INSTALLER SHALL USE PERMANENT MARKER TO DRAW THE LIKE BETWEEN SECTION AND LABEL EACH SECTION ("P', A', 'I' WITH 1' HIGH f4 DR 06 AWC STRANDED Gu CONDUCTOR WITH GREEN, WOV, THWN-2 INSULATION CROUND BAR ON WALL OR FLOOR ---k �j (2) TWO EXOTHERMIC TO BE USED — 1 WITH 2 AWG SCUD BNIE TINNED COPP GROUND CONDUCTOR, EXOTHERMIC WELD TO BURIED GROUND RING AND GROUND BAR PVC NONMETALLIC CONDUIT SCH 40 TYPE (NMO) CONDUIT WITH STRAP WITHIN TWO INCHES OF CONDUIT END 4ROONDING SAR DETAIL 2 PROPOSED CPS ANTENNA MOUNT OR APPROVED EQUIVALENT f2 AWG GROUNDING CONDUCTOR TO GROUND SARI EXISTING STRUCTURE f6 AWC GROUNDING CABLE) SECURE WALL (PROVIDED WITH K USING (4)) BOLTS OUTSIDE / x ❑ MFCKk4Icu CONNECTION GROUNDING 7 BUS BAR-\ i 11 r—GRCuND KIT a a CONNECTION ��� T / ,I TO GROUND RING -� �1/2• COAX CABLE 8' MINIMUM BENDING RADIUS PER CABLE fAWG OWE � IN- MANUFACTURER'S SPECIFICATIONS COPPER LIE S ANTENNA ROUNDI DETAIL NO SCALE 3 DAR S ALL HAVE AN ID IDEsTINAI10 EACH EN IN AND (EC) CELL REFERENCE GROUND BAR (IF COLLOCATED) (SEE NOTE 2) {EC) GENERATOR FRAMEWORK (IF AVAILABLE) (12 AWG) (EC) TELCO GROUND BAR (#2 AWG) ((EC) COMMERCIAL. POWER COMMON NEUTRAL/GROUND BOND (3/0) 3 F/I (EC) FIBER GROUND BAR (f2 AWC) (EC) POWER ROOM REFERENCE GROUND BAR (f2 AWG) (AT&T) RECTIFIER FRAMES "A" SURGE AB50R8ER5_ I O 5 {j e SECTION - (E:C) INTERIOR GROUND RING (f2 AWG) (EC) EXTERNAL EAKW GROUND FIELD (BURIED GROUND RING) (f2 AWG) TALLIC COLD PIPE QF D AWG) (1/0 AWG) 4 AVAILABLE) (1/ (EC) BllILDING STEEL (F (SEE NOTE 1) 5ECTION " " - 13" (AT&T) ALL ISOLATED GROUND REFERENCE (AT&T) GROUND WINDOW BAR MG6 REFERENCE GROUNDING BAR DEJAIL NO SCALE 1 5 NOT USED NO SCALE 1 4 NO SCALE 1 6 at&t mobility fl=w.4ffwN& Gkw, P!* Sdumm,111 a & o&u%m , Iw-, abaGLrw, Pykl, schori ' Bums & cu"&My M PROJECT NO: 2014782.75187.07 DRAWN BY: MCK CHECKED BY: &N O pp�56�f4 Oa4ki1 FOR CONSIRUCIIOII R oalalh4 RE\�D PE4 CIt71i COMYFM R Li A YDIATIOPk OF LAW iM AW PIRSDN, T vl�Tx�e�'il it NE TACOMA WA6696 33914 19TH AVENUE SW FEDERAL WAY, WA 98063 LTE — MONOPOLE SHEET TITLE GROUNDING DETAILS SHEET NUMBER E-4 PART 1 - GENERAL 1.1 GENERAL CONDITIONS, A. CONTRACTOR SHALL INSPECT THE EXISTING SITE CONDITIONS PRIOR T SUBMITTING BID. ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS T THE CONTRACTORS FUNCTIONS, THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED T THIS PROJECT SHALL BE BROUGHT UP DURING THE 810 PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. B. THE CONTRACTOR SHALL OBTAIN PERMITS, LICENSES, MAKE ALL DEPOSITS, AND PAY ALL FEES REQUIRED FOR THE CONSTRUCTION PERFORMANCE FOR THE WORK UNDER THIS SECTION. C. DRAWINGS SWW THE SECTION.. THE CONTRACTTOOREPSHHl VERIFY ALL DIMENSIONARRANGEMENT OF ALL S.S AND DRAWING HALL NOT COMPONENTS SCALED T COVERED DER THIS DETERMINE DIMFNSIONS. 1.2 LAWS, REGULATIONS, ORDINANCES, STATUTES AND CODES. A. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, AND ALL APPLICABLE LOCAL LAWS, REGULATIONS, ORDINANCES. STATUTES AND CODES. CONDUIT BENDS SHALL BE THE RADIUS BEND FOR THE TRADE 512E OF CONDUIT IN COMPLIANCE WITH THE LATEST EDITIONS OF NEC. 1.3 REFERENCES: A THE PUBLICATIONS LISTED BELOW ARE PART OF TITS SPECIFICATION, EACH PUBLICATION SHALL BE THE LATEST REVISION AND ADDENDUM IN EFFECT ON THE SLATE. THIS SPECIFICATION IS ISSUED FOR CONSTRUCTION UNLESS OTHERWISE NOTED, EXCEPT AS MOOIFIED BY THE REQUIREMENT SPECIFIED HEREIN OR THE DETAILS OF THE DRAWINGS, WORK INCLUDED IN THIS SPECIFICATION SHALL CONFORM T THE APPLICABLE PROVISION OF THESE PUBLICATIONS. 1. ANSI/IEEE (AMERICAN NATIONAL STANDARDS INSTITLRE) 2. ASTMM (AMERICAN SOCIETY FOR TESTING AND MATERIALS) 3. IGEA (INSULATED CABLE ENGINSM ASSOCIATION) 4. NEMA NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION) 5. NFPA NATIONAL ARE PROTECTION ASSOCIATION) 6. OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) 7. UL (UNDERWRITERS LABORATORIES INC.) B. AT&T GROUNDING AND BONDING STANDARDS TP-76416 1.4 SCOPE OF WORK A WORK UNDER THIS SECTION SHALL CONSIST OF FURNISHING ALL LABOR. MATERIAL. AND ASSOCIATED SERVICES REQUIRED TO COMPLETE REQUIRED CONSTRUCTION AND BE OPERATIONAL B. ALL ELECTRICAL EQUIPMENT UNDER THIS CONTRACT SHALL BE PROPERLY TESTED. ADJUSTED, AND ALIGNED BY THE CONTRACTOR. C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATING. DRAINING, TRENCHES. BACKFIWNG. AND REMOVAL OF EXCESS DIRT. D. THE CONTRACTOR SHALL FURNISH T THE OWNER WITH CERTIFICATES OF A FINAL INSPECTION AND APPROVAL FROM THE INSPECTION AUTHORITIES HIVING JURISDICTION. E. THE CONTRACTOR SHALL PREPARE A COMPLETE SET OF AS -BUILT DRAWINGS, DOCUMENT ALL WIRING EQUIP BENT CONDTTI O AT COMAND CHANGES WHILE PROJECTICOMPLETING THIS CONTRACT. THE AS -BUILT DRAWINGS SHALL2.1 GENERAL A. ALL MATERIALS AND EQUIPMENT SHALL BE UL LISTED. NEW, AND FREE FROM DEFECTS. B. ALL ITEMS OF MATERIALS AND EQUIPMENT SHALL BE ACCEPTABLE T THE AUTHORITY HAVING JURISDICTION AS SUITABLE FOR THE USE INTENDED. C. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM T REOUIREMENT OF THE NATIONAL ELECTRICAL CODE, D. ALL OVERCURRENT DEVICES SHALL HAVE AN RRTERRUPTNG CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT CIRCUIT CURRENT T WHICH THEY ARE SUBJECTED, 10.000 NC MINIMUM. VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PER THE GOVERNING JURISDICTION. 2.2 MATERIALS AND EQUIPMENT: A. CONDUIT: 1. RIGID METAL CONDUIT (RMC) SHALL BE HOT -DIPPED GALVANIZED INSIDE AND OUTSIDE INCLUDING ENDS AND THREADS AND ENAMELED OR LACQUERED INSIDE IN ADDITION T GALVANIZING. 2. LIQUIDTIGHT FLEXIBLE METAL CONDUIT SHALL BE UL USTED. 3. CONDUIT CLAMPS, STRAPS AND SUPPORTS SHALL BE STEEL OR MALLEABLE IRON. ALL FITTINGS SHALL BE COMPRESSION AND CONCRETE TIGHT TYPE GROUNDING BUSHINGS WITH INSULATED THROATS SHALL BE INSTALLED ON ALL CONDUIT TERMINATIONS— . 4. NONMETALLIC CONDUIT AND FITTINGS SHALL BE SCHEDULE 40 PVC. INSTALL USING SOLVENT -CEMENT -TYPE JOINTS AS RECOMMENDED BY THE MANUFACTURER. B. CONDUCTORS AND CABLE: 1. CONDUCTORS AND CABLE SHALL BE FLAME-RETARDANT, MOISTURE AND HEAT RESISTANT THERMOPLASTIC, SINGLE CONDUCTOR. COPPER, TYPE THHN/T%WN-2. 600 VOLT, SIZE AS INDICATED, #12 AWG SHALL BE THE MINIMUM SIZE CONDUCTOR USED. 2. /10 AWG AND SMALLER CONDUCTOR SHALL BE SOLID OR STRANDED AND /B AWG AND LARGER CONDUCTORS SHALL. BE STRANDED. 3. SOLDERLESS, COMPRESSION -TYPE CONNECTORS SHALL BE USED FOR TERMINATION OF ALL STRANDED CONDUCTORS. 4. STRAIN -RELIEF SUPPORTS GRIPS SHALL BE HUBBELL KF11 S OR APPROVED EQUAL_ GABLES SHALL BE SUPPORTED IN ACCORDANCE WITH THE NEC AND CABLE MANUFACTURER'S RECOMMENDATIONS. 5. ALL EQUIPMENT CONDUCTORS CJBINETSBE TAGGED AND SHALLAT BOTH ENDS BEIDENTIFIED OF THE CONDUCTOR, AT ALL WFTH APPROVED PLASM TAGSPULL Ii (ACTION CRAFT, BRADY. OR APPROVED EQUAL). C. DISCONNECT SWITCHES: 1. DISCONNECT SNITCHES SHALL BE HEAVY DUTY, DEAD -FRONT'. QUICK-MAK1_ QUICK --BREAK, EXTERNALLY ERNALLY OPEFLABLE. HANDLE LOCKABLE AND INTERLOCK WITH CUM IN CLOSED POSITION RATING AS INDICATED, UL LABELED FURNISHED IN NE3MA 311 ENCLOSURE, SQUARE-O OR ENGINEER Ai;kOVFO EQUAL D. CHEMICAL ELECTROLYTIC GROUNDING SYSTEM: 1. INSTALL CHEMICAL GROUNDING AS REQUIRED. THE SYSTEM SHALL BE ELECTROLYTIC MAINTENANCE FREE ELECTRODE CONSISTING OF RODS A7111 A MINIMUM /2 AWG CU EXOTHERMICALLY WELDED PIGTAIL. PROTECTIVE BDXES. AND BACKFILL MATERIAL MANUFACTURER SHALL BE LYNCOLE X1T GROUNDING ROD TYPES K2 -(•]CS OR K2L-(*)CS (•) LENGTH AS REQUIRED. 2. GROUND ACCESS BOX SHALL BE A POLYPLA571C BOX FOR NON -TRAFFIC APPLICATIONS. INCLUDING BOLT DOWN FLUSH COVER WITH BREATHER' HOLES. XIT MODEL /XB-22. ALL DISCONNECT SWITCHES AND DONTROW14G DEVICES SHALL BE PROVIDED WITH ENGRAVEIS LAMi= NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS 10 NUMBERING. AND THE ELECTRICAL POWER SOURCE. 3. BACKFILL MATERIAL SHALL BE LYNCONRE AND LYNCOLE GROUNDING GRAVEL E. SYSTEM GROUNDING: 1, ALL GROUNDING COMPONENTS SHALL BE TINNED AND GROUNDING CONDUCTOR SHALL BE ,2 AWG BARE, SOLID, TINNED, COPPER. ABOVE GRADE GROUNDING CONDUCTORS SHALL BE INSULATED WHERE NOTED. 2. GROUNDING BUSES SHALL BE BARE. TINNED, ANNEALED COPPER BARS OF RECTANGULAR CROSS SECTION. By THE CONTRACTOR- 1HEY SHALL BE FABRICATED OR MODIs THE THE FIELD. ALL GROUNDING 9UBE FURNISHED ANINSTU5£S SHALL BE IDENIFiED WITH INl�il MUMT IFIED 3/4' LETTERS BY WAY OF SW4C;UNG OR DESIGNATION PLATE. 3. CONNECTORS SHALL BE HIGH -CONDUCTIVITY. HEAVY DULY, LUSTED AND LABELED AS GROUNDING CONNECTORS FOR THE MATERIALS USED. USE TWO -HOLE COMPRESSION LUGS WITH HEAT SHRINK FOR MECHANiCrAL CONNECTIONS. INTERIOR CONNECTIONS USE TWO -HOLE COMPRESSION LUGS WITH INSPECTION WINDOW AND CLEAR HEAT SHRINK. 4. EXOTHERMIC WELDED CONNECTIONS SHALL BE PROVIDED IN KIT FORM AND SELECTED FOR THE SPECIFIC TYPES, SIZES, AND COMBINATIONS OF CONDUCTORS AND OTHER ITEMS T BE CONNECTED. 5. GROUND RODS SHALL BE COPPER -CLAD STEEL WITH HIGH -STRENGTH STEEL CORE AND ELECTROLYTIC -GRADE COPPER OUTER SHEATH. MOLTEN WELDED TO ODRE S/87x10'-0'. ALL GROUNDING RODS SHALL BE INSTALLED WITH INSPECTION SLEEVES. 6. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS IN COMMPUANXE WITH THE AT&T SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES. PULLBOXES, DISCONNECT SWITCHES. STARTERS, AND EQUIPMENT CABINETS- F. OTHER MATERIALS: 6. THE CONTRACTOR SHALL PROVIDE OTHER MATERIALS, TOUGH NOT SPECIFICALLY DESCRIBED. WHICH ARE REQUIRED FOR A COMPLETELY OPERATIONAL SYSTEM AND PROPER INSTALLATION OF THE WORK. 7. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. G. PANELS AND LOAD CENTERS: 1. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN. PART 3 - EXECUTION 3.1 GENERAL: A. ALL MATERIAL AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. B. EQUIPMENT SHALL BE TIGHTLY COVERED AND PROTECTED AGAINST DIRT OR WATER, AND AGAINST CHEMICAL OR MECHANICAL INJURY DURING INSTALLATION AND CONSTRUCTION PERIODS. 3.2 LABOR AND WORKMANSHIP: A. ALL LABOR FOR THE INSTALLATION OF MATERIALS AND EQUIPMENT FURNISHED FOR THE ELECTRICAL SYSTEM SHALL BE INSTALLED BY EXPERIENCED WIREMEN, IN A NEAT AND WORKMAN -LIKE MANNER. B. ALL ELECTRICAL EQUIPMENT SHALL BE ADJUSTED, ALGNED AND TESTED BY THE CONTRACTOR AS REQUIRED T PRODUCE THE INTENDED PERFORMANCE. C. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED EQUIPMENT, REMOVE ALL LABELS AND ANY DEBRIS, CRATING OR CARTONS AND LEAVE THE INSTALLATION FINISHED AND READY FOR OPERATION. 3.3 COORDINATION: A. THE CONTRACTOR SHALL COORDINATE THE INSTAUATICN OF ELECTRICAL ITEMS WITH THE OWNER -FURNISHED EQUIPMENT DELIVERY SCHEDULE TO PREVENT UNNECESSARY DELAYS IN THE TOTAL WORK. 3.4 INSTALLATION: A. CONDUIT: 1. ALL ELECTRICAL WIRING SHALL BE INSTALLED IN CONDUIT AS SPECIFIED. NO CONDUIT OR TUBING OF LESS THAN 3/4 INCH TRADE SIZE 2. PROVIDE RIGID PVC SCHEDULE 80 CONDUITS FOR ALL RISERS, RMC OTHERWISE NOTED. EMT MAY BE INSTALLED FOR EXTERIOR CONDUITS WHERE NOT SUBJECT T PHYSICAL DAMAGE. 3. INSTALL SCHEDULE 40 PVC CONDUIT WITH A MINIMUM COVER OF 24' UNDER ROADWAYS, PARKING LOTS, STREETS, AND ALLEYS. CONDUIT SHALL HAVE A MINIMUM COVER OF 18- IN ALL OTHER NON -TRAFFIC APPLICATIONS (REFER TO 2008 NEC, TABLE 300.5). 4. USE GALVANIZED FLEXIBLE STEEL CONDUIT WHERE DIRECT CONNECTION TO EQUIPMENT WITH MOVEMENT, MPPUUCATIORS. IOR NSTALL GALR EASE VANIZED FLEXIBLE SFFEL. F MAINTEKWE- USE CONDUIT AT ALL POINTSOFOFOCONNECTIUIT ON TO EQUIPMENT MOUNTED ON SUPPORT TO ALLOW FOR EXPANSION AND CONTRACTION. 5. A RUN OF CONDUIT BWEEN THREE QUARTER SENDS CONDUIT BEND XES R SHALL BE MADE WITH THE UL LISTED BENDER OR FSHALL NOT CONTAN MORE THM THE ACTORY OF DEGREE ELBOWS MAY BE USED. 6. FIELD FABRICATED CONDUITS SHALL BE CUT SQUARE WITH A CONDUIT CUTTING TOOL AND REAMED TO PROVIDE A SMOOTH INSIDE SURFACE 7. PROVIDE INSULATED GROUNDING BUSHING FOR ALL CONDUITS. B. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL CONDUITS ENURING CONSTRUCTION. TEMPORARY OPENINGS IN THE CONDUIT SYSTEW SHALL BE PLUGGED OR GAPPED TO PREVENT ENTRANCE OF MOISTURE OR FOREIGN MATTER. CONTRACTOR SHALL REPLACE ANY CONDUITS CONTAINING FOREIGN MATERIALS THAT CANNOT BE REMOVED. 9. ALL BEFORE INSTALLATIOBE N OF CONDUCTORS �IYY ULLING AN APPROPRIATE SIZE R CABLES. CONDUIT SHALL BE FREE OF EL DIRT ANDS DEBRIS. 10. INSTALL PULL STRINGS IN ALL CLEAN EMPTY CONDUITS. IDENTIFY PULL STRINGS AT EACH END. 11. INSTALL 2' HIGHLY VISIBLE AND iWrECTABLE TAPE 12' ABOVE ALL UNDERGROUND CONDUITS AND CONDUCTORS. 12. CONDUITS SHALL BE INSTALLED IN SUCH A MANNER AS T INSURE AGAINST COLLECTION OF TRAPPED CONDENSATION. 13. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS T ALLOW FOR RACEWAYS AND CABLES T BE ROVMO THROUGH THE BUILDING. DO NOT PENETRATE STRUCTURAL MEMBERS. SLEEVES ANY OR PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE EFFEGTIvMY SEALED WITH FIRE RATED MATERIAL WHICH SHALL. MAINTAIN THE FIRE RATING OF THE: WALL OR STRUCTURE. FIRE STOPS AT FLOOR PENETRATIONS %W.L PREVENT PASSAGE OF WATER. SMOKE, FIRE AND FUMES. ALL MATERIAL SHALL BE UL APPROVED FOR THIS PURPOSE. B. CONDUCTORS AND CABLE 1. ALL POWER WIRING SHALL BE COLOR CODED AS FOLLOWS: 0&SCRIPDON 4OR/244/120 VOLT SYSTEMS PHASE B RED K PHASE C BLUE NEUTRAL WHITE GROUNDING GREEN 2. SPLICES SWILL BE MADE ONLY AT OUTLETS, JUNCTION BOXES, OR ACCESSIBLE RACEWAY CONDUITS APPROVED FOR THIS PURPOSE 3. PULING LUBRICANTS SHALL BE UL APPROVED. CONTRACTOR Shall USE NYLON OR HEMP ROPE FOR PULLING CONDUCTOR OR CABLES INTO THE CONDUIT. 4. CABLES SHALL BE NEATLY TINNED, WTRIPUT INTERLACING, AND BE OF SUFFICIENT LENGTH IN ALL BOXES & EQUIPMENT T PERMIT MAKING A NEAT ARRANGEMENT. CABLES SWILL BE SECURED IN A MANNER TO AVOID TENSION ON CONOUCMRS OR TERMINALS. CONDUCTORS SHALL BE PROTECTEb FROM MECHNNIGAL INJURY AND MOISTURE. SHARP BENDS OVER CONDUIT BUSHINGS IS PROHIBITED- DAAA= CABLES SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE C. DISCONNECT SNITCHES: 1. INSTALL DISCONNECT SWITCHES LEVEL AND PLUMB. CONNECT T WIRING SYSTEM AND GROUNDING SYSTEM AS INDICATED. D. GROUNDING: 1. ALL METALLIC PARTS AACOROAKF WITH EFREQ ELECTRICAL or THEBUILDINGBUILDIN GMAENOT UFACTURER AT&T GROUNDING AND BONDINRENT SHALL BE GROUNDED G STANDARDS TP-76416. ND-00135, AND THE NATIONAL EIECTRICAAL CODE 2. PROVIDE ELECTRIC/IL GROUNDING AND BONDING SYSTEM INDICATED WITH ASSEMuLY OF MATERIALS. INCLUDING GROUNDING ELECTRODES, BONDING JUMPERS AND ADDITIONAL ACCESSORIES AS REQUIRED FOR A COMPLETE INSTALLATION. 3. ALL GROUNDING BE�OPATH TO LY.RGRADUAL BEND AS SHALL PROVIDE SHALL HOT BE LOOPED OR SHARPLY BENT. GROUNDING CONNECTIONS AND CONDUCTORS T GROUND IN THE SHORTEST AND STRAIGHTEST PATHS POSSIBLE T MINIMIZE TRANSIENT VOLTAGE RISES. 4. BUILDINGS AND OR NEW TOWERS GREATER THAN 75 FELT IN HEIGHT AND WHERE THE WAIN GROUNDING CONDUCTORS ARE REQUIRED T BE ROUTED T GRADE, THE CONTRACTOR SHALL ROUTE TWO GROUNDING CONDUCTORS FROM THE RDOFTOP, TOWERS, AND WATER TOWERS GROUNDING RING. TO THE EXISTING GROUNDING SYSTEM. THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 7/0 AWG COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED T THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM, AND BUILDING AWN WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY). SEE STANDARD 6.3.2.2. 5. TIGHTEN GROUNDING AND BONDING CONNECTORS, INCLUDING SCREWS AND BOLTS, IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED TORQUE TIGHTENING VALUES FOR CONNECTORS AND BOLTS. WHERE To COMPLY WITH TIGHTENING TORQUE VALUES SPRER'S TORQUING ECIFIEDINUARE NOT L TO ASSURE PERMANENT AND EFFECTIVE GROUNDING. 6. CONTRACTOR SHALL VERIFY THE LACARONS OF GROUNDING TIE--IN-POINTS 70 THE EXISTING GROUNDING SYSTEM. ALL UNDERGROUND GROUNDING CONNECTIONS SHALL BE MADE BY THE EXOTHERMIC WELD PROCESS ANY INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 7 SHALL BE APPROVEDBYTHEINSPECTORCTOR HAVINGJURISDICTON BEFORE NP EXOTHERMIC WELDED CONNECTIONSCONCEALED. 6, APPLY CORROSION --RESISTANT FINISH TO FIELD CONNECTIONS AND PLACES WHERE FACTORY APPLIED PROTECTIVE COATINGS HAVE BEEN DESTROYED. USE KOPR-SHIELD ANTI -OXIDATION COMPOUND ON ALL COMPRESSION GROUNDING CONNECTIONS. 9. A SEPARATE. CONTINUOUS, INSULATED EQUIPMENT GROUNDING CONDUCTOR SHALL BE INSTALLED IN ALL FEEDER AND BRANCH CIRCUITS. 10. BOND ALL INSULATED GROUNDING BUSHINGS WITH A BARE f6 AWG GROUNDING CONDUCTOR TO A GROUND BUS. 11. DIRECT BURIED GROUNDING CONDUCTORS SHALL BE INSTALLED AT A NOMINAL DEPTH OF 36' MINIMUM BELOW GRADE, OR 6' BELOW THE FROST LINE, USE THE GREATER OF THE TWO DISTANCES. 12. ALL GROUNDING CONDUCTORS EMBEDDED IN OR PENETRATING CONCRETE SHALL BE INSTALLED IN SCHEDULE 40 PVC CONDUIT. 13. THE INSTALLATION OF CHEMICAL ELECTROLYTIC GROUNDING SYSTEM IN STRICT ACCORDANCE WITH MANUFACTIJRUrS INSTRUCTIONS. REMOVE SEALING TAPE FROM LEACHING AND BREATHER HOLES. INSTALL PROTECTIVE BOX FLUSH WITH GRADE 14. DRIVE GROUND RODS UNTIL TOPS ARE A MINIMUM DISTANCE OF 36' DEPTH OR 6' BELOW FROST LINE, LASING THE GREATER OF THE TWO DISTANCES. 15. IF COAX ON THE ICE BRIDGE IS MORE THAN 6 FT. FROM THE GROUNDING BAR AT THE BASE OF THE TOWER. A SECOND GROUNDING BAR WILL BE NEEDED AT THE END OF THE ICE BRIDGE. T GROUND THE COAX CABLE GROUNDING KITS AND IN -LINE ARRESTORS. 16. CONTRACTOR SHALL REPAIR, AND/OR REPLACE EXISTING GROUNDING SYSTEM COMPONENTS DAMAGED DURING CONSTRUCTION AT THE CONTRACTORS k1CPERSE. 3.5 ACCEPTANCE TESTING: A. CERTIFIED PERSONNEL USING CERTIFIED EQUIPMENT SHALL PERFORM REQUIRED TESTS AND SUBMIT WRITTEN TEST REPORTS UPON COMPLETION. B. TTHHENON-[�PLYIN�OITEMS SHALL n REMOVED FROM TORKMANSHIP IS FOUND NOT THE PPROJEC'T�SITE AND THE REPLACEDCIFIED EWITH ITEASS, COMPLYING WAIN THE SPECIFIED REQUIREMENTS PROMPTLY AFTER RECEIPT OF NOTICE FOR NON-COMPLIANCE. C. TEST PROCEDURES: 1. ALL FEEDERS SHALL HAVE CONDUCTORS SHALL TEST FREELATION IMFROM SH AFTER CUIITS AND INSTALLATION CONNECTION To SUL BE FOR ONE THE MINUTE USING 1DD0V DC. PROVIDE WRITTEN DOCUMENTATION FOR ALL TEST RESULTS. 2. PRIOR T ENERGIZING CIRCUITRY, TEST WIRING DEVICES FOR ELECTRICAL CONTINUITY AND PROPER POLARITY CONNECTIONS. 3. MEASURSUBMITE AND REPO RECORD OF VDLTAY NAOEW EN PHASES LWIS AND BETWEEN PE CONDUCTORS AND NEUTRALS 4. PERFORM GROUNDING TEST TO MEASURE GROUNDING RESISTANCE OF GROUNDINO SYSTEM USING THE IEEE STANDARD 3-POINT'FALL-OF-POTEiTHL' METHOD. PROVIDE PLOTTED TEST VALUES AND LOCATION SKFECH. NOTIFY THE ENGINEER IMMEDAATELY IF MEASURED VALUE IS OVER 5 OHMS- at&t _. mobility wrrow wSTowE c�r�eiwrc W _AFAVIAL C'UW4 F YIR, schI"+ Blare � D&U"O' I=, &M Gl"u, V$* Sr4lorw, ewm & CWHr eT , PC PROJECT NO: 2014782.75187.07 DRAWN BY: MCK CHECKED BY: SN 0 I 0E/15/,4 MM FUR COIK,RIXIM _l rIT 06/0%/,4 � euwM i IT 6 A YOAMN OF I" FOR ANY PMON. NE TACOMA WA6696 33914 19TH AVENUE SW FEDERAL WAY, WA 98063 LTE - MONOPOLE SHEET TITLE ELECTRICAL NOTES SHEET NUMBER E-5 ELECTRICAL NOTES 1 It E it Re: Prioritization of PWSF Locations FWRC 19.255.010 To: City of Federal Way From: Jesse London Date: 9/18/2014 Re: Building Permit and Land Use Application for AT&T site WA6696 NE Tacoma The proposed wireless communications equipment is to be placed on an existing cell antenna site for the purposes of improving coverage of the area currently served by this tower. The code excerpt referenced above only calls out one type of structure to be preferable to an existing tower such as this one: an existing structure on the BPA trail. However, PWSF on these towers would not serve the same areas as the proposed tower. Therefore, we propose to use the next highest prioritized structure: "an existing site or tower where a legal wireless telecommunication facility is currently located." Feel free to contact me with any questions regarding this decision. Sincerely, Jesse London 206.523.1941 �london@rykaconsulting Ryka Consulting on behalf of AT&T Mobility Ryka Consulting 1918 S. Horton St #1002 Seattle, WA 98134 Re: Prioritization of PWSF Locations FWRC 19.255.010 To: City of Federal Way From: Jesse London Date: 9/18/2014 Re: Building Permit and Land Use Application for AT&T site WA6696 NE Tacoma The proposed wireless communications equipment is to be placed on an existing cell antenna site for the purposes of improving coverage of the area currently served by this tower. The code excerpt referenced above only calls out one type of structure to be preferable to an existing tower such as this one: an existing structure on the BPA trail. However, PWSF on these towers would not serve the same areas as the proposed tower. Therefore, we propose to use the next highest prioritized structure: "an existing site or tower where a legal wireless telecommunication facility is currently located." Feel free to contact me with any questions regarding this decision. SEP 2 2 2014 206.523.1941 iIondon@rvkaconsuIting.com CITY OF FEDERAL WAY Ryka Consulting on behalf of AT&T Mobility CDS Ryka Consulting 1918 S. Horton St #1002 Seattle, WA 98134 '^1 41k FederalCITY e. Way CITY 4F FEDERAL WAY CDs MASTER LAND USE APPLICATION DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8th Avenue South Federal Way, WA 98003-6325 253-835-2607;Fax 253-835-2609 www.cil3Loffederalway.com G� APPLICATION NO(s) —� 4?p p r Date 09/02/14 Project Name WA6696 NE Tacoma Property Address/Location 1100 SW Campus Drive 98023 Federal Way, WA Parcel Number(s) 1921049050 Project Description AT&T proposes to replace six panel antennas with nine new panel antennas. This will include the addition of smaller associated ancillary equipment. 'LEASE Type of Permit Required Annexation Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification Lot Line Elimination , Preapplication Conference Process I (Director's Approval) Process II (Site Plan Review) Process III (Project Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI SEPA w/Project SEPA Only Shoreline: Variance/Conditional Use Short Subdivision Subdivision Variance: Commercial/Residential Required Information Multi -Family Zoning Designation Comprehensive Plan Designation Value of Existing Improvements $15,000 Value of Proposed Improvements International Building Code (IBC): Occupancy Type Construction Type Applicant Name: AT&T Mobility (Agent is RYKA Consulti Address: 116221 NE 72nd Way City/State: lRedmond, WA Zip: 98Q52 Phone: 206-523-1941 Fax: Email: jlondon@rykaconsulting.com Signature: Agent (if different than Applicant) Name: Jesse London (Ryka Consulting) Address: 918 S. Horton St. #1002 City/State: Seattle, WA Zip: 98134 Phone: 206-523-1941 Fax: Email: ljlonoonaryconsulting.corn Signature: 4K, - l I _ — Owner City of Federal Way Name: Address: A City/State: Zip: S_" cov� ti-C Phone: Fax: Email: Signature: Bulletin #003 — January 1, 2011 Page 1 of 1 k:\Handouts\Master Land Use Application