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19-101595CITY OF 'rr Federal Way RECEIVED APR 0 4 2019 CITY FCOM UNITY ERAL DOEV OMENT FILE NUMBER / ! - t D / -AD Applicant Joyce Cobb I Edmond i H c r73003 OK Site Address: 1741 S 356TH STREET, fEDERAL WAY, WA 98003 Parcel #: 2821049178 Project Name: ENCHANTED PKWY 10013232 ELIGIBLE FACILITIES SUBMITTAL REQUIREMENTS Eligible Facilities Request DEPARTMENT OF COMMUNITY DEVELOPMENT 33325 8th Avenue South Federal Way, WA 98003-6325 253-835-2607; Fax 253-835-2609 www.cit offederalwa .com Date f . 405-826-5368 MASTECPNW@TELAM0N.00M Use this checklist to help gather all of the required information and documents in order to submit an eligible facilities request pursuant to Federal Way Revised Code (FWRC) 4.24.020. Please note, incomplete applications will not be accepted. Completed Eligible Facilities Checklist (following) ❑ Check, cash, Visa/MasterCard for applicable fees Site Plan —Three Copies f5( 1. Minimum plan size of 11" X 17". 2. North arrow. 3. Drawn to scale, dimensioned, and labeled. 4. Building footprint(s), including square footage. 5. Location and dimensions of existing structures, property lines, sidewalks, easements, street edges, mechanical equipment, fencing, rockeries, and retaining walls. Elevation —Three Copies 1. Minimum plan size of 11" x 17". 2. Drawn to scale, dimensioned, and labeled. 3. Front, rear, and side (labeled as north, south, east, and west) building elevation of existing and proposed structures. 4. Height of structure calculations. 5. Roof -top and ground based mechanical equipment screen details. Bulletin 081—September 24, 2018 Page 1 of 3 k:\Handouts\Eligible Facilities Request ELIGIBLE FACILITIES CHECKLIST Proposed modifications to an existing tower or base station must meet at least one of the three threshold criteria below for an eligible facilities request. For definitions please refer to FWRC 19.256.020. Check all that apply. X Collocation of new transmission equipment X Removal of transmission equipment Replacement of transmission equipment Is the proposed modification a substantial change as defined in FWRC 19.256.020? To determine, fill in the appropriate information below. If the application does not meet all of the criteria below, then the project does not qualify as an eligible facility and it is unnecessary to complete this form. To determine the correct review process, refer to FWRC Chapter 19.256, "Wireless Communication Facilities." Criteria 1 For towers other than towers in the public rights -of -way, it does not increase the height of the tower by more than 10 percent, or by the height of one additional antenna array, with separation from the nearest existing antenna not to exceed 20 feet, whichever is greater. ■ For other eligible support structures, it does not increase the height of the structure by more than 10 percent, or more than 10 feet, whichever is greater. Existing height of the structure: 148' _ _ (ft/ in) Proposed height of the structure: 148' _ _ (ft/ in) Distance of proposed array from nearest array: No new array(ft/ in) Criteria 2 • For towers other than towers in the public rights -of -way, it does not involve adding an appurtenance to the body of the tower that would protrude from the edge of the tower more than 20 feet, or more than the width of the tower structure at the level of the appurtenance, whichever is greater. • For other eligible support structures, it does not involve adding an appurtenance to the body of the structure that would protrude from the edge of the structure by more than six feet. What is the existing width of the structure at the level of the appurtenance? 6.69' (ft/ in) What is the proposed distance the appurtenance will protrude from the structure? 32" (ft/ in) Criteria 3 • For any eligible support structure, it does not involve installation of more than the standard number of new equipment cabinets for the technology involved, but not to exceed four cabinets; or, • For towers in the public rights -of -way and base stations, it does not involve installation of any new equipment cabinets on the ground if there are no pre-existing ground cabinets associated with the structure; or • It does not involve installation of ground cabinets that are more than 10 percent larger in height or overall volume, than any other ground cabinets associated with the structure. How many new equipment cabinets are proposed? none _ Bulletin 081— September 24, 2018 Page 2 of 3 k:\Handouts\Eligible Facilities Request Criteria 4 ■ For all existing facilities, it does not entail any excavation or deployment outside the current site. Will any excavation or equipment installation occur outside of the current site of the structure? ` ❑ Yes ® No Criteria 5 ■ For all existing facilities, the modification does not defeat the concealment elements of the eligible support structure. Please describe any existing and proposed concealment elements: no current or 2roposed concealment ejeraents Will the proposal increase the visibility of the facility? ❑ Yes (] No Criteria 6 • The modification complies with conditions associated with the siting approval of the construction, or modification of the eligible support structure or base station equipment; provided, however, that this limitation does not apply to any modification that is noncompliant only in a manner that would not exceed the thresholds identified above. Identify known conditions associated with previous approvals of the existing facility. no known conditions Will the proposal violate any of the above conditions? ❑ Yes ❑ No If yes, explain: To Be Completed By Staff Is this an Eligible Facility Request? P/Yes ❑ No Does the proposal constitute a substantial change? ❑ Yes L2/N0 In accordantith FWRC 4.24.020, this application is hereby: V Approved ❑ Denied Director, Community Develop ent Department Date Bulletin 081—September 24, 2018 Page 3 of 3 k:\Handouts\Eligible Facilities Request at&t VICINITY MAP U v ENCHANTED PKWY WA6109 47.282139,-122.311059 1�4 Wild Waves Theme &''water Park LOCATION MAP Dash Point Federal Way C� ENCHANTED PKWY WA6109 47.282139,-122.311059 Lakeland © South ,OmB � Wtdtonr © Fife y GI 16221 NE 72ND WAY, RTC 3 P.O. BOX 97061 REDMOND, WA 98052 10 TB Algona Pacific SITE NAME: FA #/ SITE ID.: SITE ADDRESS: PROJECT TYPE: PTN / PACE #'S: LTE PROJECT ID: STRUCTURE TYPE. PROJECT INFORMATION LATITUDE: (NAD 83) 47.282139' LONGITUDE: (NAD 83) -122.311059* GROUND ELEVATION: 0.0' AMSL LEGAL DESCRIPTION: 282104 178 BEG NXN N LN SW 1/4 OF NW 1 /4 & ELY MGN ST HWY 5D TH E 275 FT TO PT A TH E 201.31 FT TH S 00-09-00 W 255 FT TH S 89-36-00 W 201 FT TO PT S 00-24-00 E FIR PT A TH N 00-24-00 W 225 FT TO PT 30 FT S FIR PT A TH S 89-36-00 W TO ELY MGN ST HWY TH NLY ALG SO ELY MGN TO TPOB - LESS POR AS PER SC 96-2-08664-9KNT APN: 2821049178 RFDS VERSION: REV 2.0 DATED 1/25/18 MARKET. WASHINGTON JURISDICTION: CITY OF FEDERAL WAY COUNTY- KING COUNTY ZONING CLASSIFICATION: CE BUILDING CODE: IBC 2015 CONSTRUCTION TYPE: TELECOMMUNICATIONS OCCUPANCY. U PROPOSED USE: UNMANNED TELECOMMUNICATIONS FACILITY A.D.A. COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. DRIVING DIRECTIONS 1 DEPART SEATTLE-TACOMA INTERNATIONAL AIRPORT, HEAD SOUTH --EAST ON AIRPORT EXPRESSWAY TOWARDS DEPARTURES DR, USE THE LEFT LANE TO KEEP LEFT, KEEP LEFT, SLIGHT LEFT ONTO AIRPORT EXPRESSWAY, KEEP RIGHT AT THE FORK, FOLLOW SIGNS FOR WA-518 E/INTERSTATE 5/INTERSTATE 405 AND MERGE ONTO WA-518 E. MERGE ONTO WA-518 E, TAKE THE EXIT ONTO 1-5 S TOWARDS ACOMA/PORTLAND. TAKE EXIT 142E FOR WA-18 W TOWARDS S 348TH ST, USE ANY LANE TO TURN RIGHT ONTO WA-18 W, USE THE LEFT 3 LANES TO TURN LEFT ONTO ENCHANTED PKWY S/KITS CORNER RD S, TURN LEFT ONTO S 356TH ST, TURN RIGHT. ENCHANTED PKWY APPROVE 10013232 / WA6109 PLANNING 1741 S 356TH ST City of Federal Way FEDERAL WAY, WA 98O t. ofCommurlity Devele Per # 11 ~ 59 LTE 5C/6C 9111 9; 1i?u 801AOEZBG / MRWORO WAL01808 148'-0" SELF SUPPORT TOWER PROJECT TEAM APPPHQM NEW CINGULAR WIRELESS PCS, r ONSTRUGTION MANAGER: MIKE MILLSAP LLC. 425 214 9720 16221 NE 72ND WAY, RTC 3 MICHAEL.MILLSAP®MASTEC.COM P.O. BOX 97061 SITE A QUISITION/ZONING_ REDMOND, WA 98052 RICH HATFIELD 770-634-7667 ARIA SERVICES, INC. RHATFIELD®CLSGROUP.COM 10006 LYNBROOK DR. RF ENGINEER: HOUSTON, TX 77042 ANNE LE CONTACT: IRSAN TISNABUDI AL7568®ATT.COM PHONE: 281-797-4387 PROJECT LEAD: PROJECT MANAGEMENT- DAN KELLY CLS GROUP 609 S. KELLY AVENUE, STE. D (253) 579-3503 DANIEL.KELLY®MASTEC.COM EDMOND, OK 73003 CONTACT: CORY SAMPLES PERMITTING: PHONE: 405-348-5460 JOYCE COBB SITE OWNERIMANAGER: 405-826-5368 CROWN CASTLE JCOBB®CLSGROUP.COM 12725 MORRIS RD. STE 40D PROJECT CONSULTANT: ALPHARETTA, GA. 30004 MASTEC CONTACT: ELI GUZMAN 1203 114TH AVE SE PHONE: 480-735-6949 BELLEVUE, WA 98004 OWNER: (425) 214-7000 PROPERTY RUSS LLOYD 1741 S 356TH STREET FEDERAL WAY, WA 98003 APPROVAUSIGN OFF OF DRAWINGS TITLE SIGNATURE DATE CONSTRUCTION MANAGER LANDLORD'S REPRESENTATIVE SITE ACQUISITION PROJECT MANAGER RF ENGINEER INTERCONNECT OPERATIONS COMPLIANCE DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS. CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OR ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR THE SAME. DRAWING INDEX SHEET # SHEET DESCRIPTION REV. # 1 I TITLE SHEET � � GN1 GENERAL NOTES _A1_ A7.1 OVERALL SITE PLAN SITE PLAN 1 A2 EXISTING EQUIPMENT_ PLAN q3 TOWER ELEVATION TOWER ELEVATION 1 A3.1 A3.2 A3.3 TO ELEVATION _ - TOWER ELEVATION - - A4 ANTENNA PLAN _ A4.1 A5 ANTENNA PLAN I EQUIPMENT DETAILS A5.1 --T E1 - E2 51 EQUIPMENT DETAILS __ GROUNDING PLAN _ __ T-GROUNDING DETAILS VFA7 2-HD MOUNT DETAIL T 1 _ 7 - 1 - - _ S2 g3 VFA12-HD MOUNT DETAIL J� VFA12-HD MOUNT DETAIL - 1 - I T SCOPE OF WORK 1 TOWER SOW: 1. REPLACE EXISTING LTE 3JR52703AAAA ANTENNA WITH EP90-7t4LBHU-L2 ANTENNA (1 PER 'a 7roTr-3 SECTORS) 2. REPLACE LTE RjW2L4ML-.aL WITH RRH 4T4R B1 2/14 (I PER SECTOR, 3 SECTORS) 3. STALL 3) LTE 4T4R 225 66 (1 PER SECTOR, 3 S 4. PLACE EXISTING ANTENNA MOUNTS W/ NEW SITEPRO 1 VFA12-H R SECTOR, 3 SECTORS, 3 TOTAL) QD43 DIG ALERT Know what's below. CALL before you dig. CALL AT LEAST TWO WORKING DAYS BEFORE YOU DIG RECEIVED 'at&t 16221 NE 72ND WAY, RTC 3 P.O. BOX 97061 REDMOND. WA 98052 lasTec etwork Solutions M MSG= 609 S. KELLY AVENUE, STE. D EDMOND, OK 73003 PH: (405) 348-5460 FAX:(405) 341-4625 REVISIONiS _ _ itEV, _ DATE DESCRIPTION I— A 03/26/1B PRELMINARY ISSUE SB 0 07/31/18 FOR CONSTRUCTION SB 1 03/26/19 FOR CONSTRUCtION SB -� i i NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET WA6109 ENCHANTED PKWY 1741 S 356TH ST FEDERAL WAY, WA 98003 I [: SHEET TITLE APR U 4 2019 TITLE SHEET C,. IN 0� F; 0ERAL WAY COMW�d jY DEVELOPMENT SHEET NUMBER TI FOR OFFICIAL SDCI USE ONLYF GENERAL NOTES 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: CONTRACTOR - GENERAL CONTRACTOR SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) OWNER - AT&T MOBILITY OEM - ORIGINAL EQUIPMENT MANUFACTURER 2. PRIOR TO THE SUBMISSIONS OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, QUANTITIES AND DIMENSIONS BEFORE STARTING ANY WORK, NOTIFY THE CONSTRUCTION MANAGER OF ANY DISCREPANCIES OR INSONSISTENCIES BEFORE PROCEEDING WITH THE WORK. 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CORES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 4. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY. 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 6. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 7. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR. 8. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T CABLES, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS ANO/OR SHALL ADD NEW TRAYS AS NECESSARY. SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR. ROUTING OF TRENCHING SHALL BE APPROVED BY CONTRACTOR, 9. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 10. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL. CABLES AND OTHER ITEMS REMOVED FOR THE EXISTING FACILITY, ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATATION. 11. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION, 12. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE (AC€) 301. 13. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL HAVE 4000 PSI STRENGTH AT 28 DAYS UNLESS OTHERWISE SPECIFIED. ALL CONCRETING WORK SHALL BE DONE IN ACCORDANCE WITH ACI 315 CODE REQUIREMENTS. 14, ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC 13 EDITION SPECIFICATIONS. 15. CONSTRUCTION SHALL COMPLY WITH SPECIFICATION 25741-000-3APS-AOOZ-00002, "GENERAL CONSTRUCTION SERVICES". 16. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 17. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR. ALSO, WORK MAY NEED TO BE SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFICE PERIODS AFTER MIDNIGHT. 18. SINCE THE CELL SITE MAY BE ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER, PERSONAL RF EXPOSURE MONITORS ARE REQUIRED TO BE WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS. 19. ALL ANTENNA PIPES SHALL BE SCHEDULE SO. 20. LIMITS OF LIABILITY - ITEMS REFERENCED ARE OWER/CLIENT DICTATED ITEMS, OR SUPPLIED ITEMS WHICH ARE REPRODUCED WITHOUT ALTERATION AS DIRECTED BY OWNER/CLIENT, AND OWNER/CLIENT ASSUMES ANY AND ALL LIABILITY FOR USE OF, CONSEQUENCES OF, OR INTERPRETATION OF SAID ITEM, SPECIFICATION, OR DIRECTIVE; AND AGREES TO INDEMNIFY AND HOLD ENGINEER COMPLETELY HARMLESS. 21. PROFESSIONAL SEAL - DETAILS, SPECIFICATION (5), OR ITEMS REFERENCED, ARE NOT PART OF THE PROFESSIONAL DESIGN PERFORMED BY LICENSEE AND THE PROFESSIONAL SEAL DOES NOT APPLY, 22. LIMITS OF LIABILITY - ITEMS REFERENCED ARE OWER/CLIENT DICTATED ITEMS, OR SUPPLIED ITEMS WHICH ARE REPRODUCED WITHOUT ALTERATION AS DIRECTED BY OWNER/CLIENT, AND OWNER/CLIENT ASSUMES ANY AND ALL LIABILITY FOR USE OF, CONSEQUENCES OF, OR INTERPRETATION OF SAID ITEM, SPECIFICATION, OR DIRECTIVE; AND AGREES TO INDEMNIFY AND HOLD ENGINEER COMPLETELY HARMLESS. ELECTRICIAL INSTALLATION NOTES 1. WIRING, C AY AN FPO H AND MA LL MATERIALS HACOMPLY WITH THE REQUIREMENTS OF THE NEC AND TELCORDIA. 2. SUBCONTRACTORS SHALL MODIFY EXISTING CABLE TRAY SYSTEM AS REQUIRED TO SUPPORT RF AND TRANSPORT CABLING TO THE NEW BTS EQUIPMENT. SUBCONTRACTOR SHALL SUBMIT MODIFICATIONS TO CONTRACTOR FOR APPROVAL. I ELECTRICAL INSTALLATION NOTES CONT. 3. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC AND TELCORDIA. 4. CABLES SHALL NOT BE ROUTED THROUGH LADDER -STYLE CABLE TRAY RUNGS. 5. EACH END OF EVERY POWER, GROUNDING, AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC & OSHA, AND MATCH EXISTING INSTALLATION REQUIREMENTS. S. POWER PHASE CONDUCTORS (I.E.. HOTS) SHALL BE LABELED WITH COLOR -CODED INSTULATION OR ELECTRICAL TAPE (3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). PHASE CONDUCTOR COLOR CODES SHALL CONFORM WITH THE NEC & OSHA, AND MATCH EXISTING INSTALLATION REQUIREMENTS 7, ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (I.E.. PANELBOARD AND CIRCUIT ID-S). 8. PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT 10 NUMBERS) SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOI❑ PLASTIC LABELS. 9. ALL TIE WRAPS WHERE PERMITTED SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. USE LOW PROFILES TIE WRAPS. 10. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR (12 AWG OR LARGER), 60OV, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90-C (WET AND DRY) OPERATION; USTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. 11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (6 AWG OR LARGER), 60OV, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90-C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. 12. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS, OR BELOW GRADE, SHALL BE SINGLE CONDUCTOR 2 AWG SOLID TINNED COPPED CABLE, UNLESS OTHERWISE SPECIFIED. 13. POWER WIRING, NOT IN TUBING OR CONDUIT, SHALL HE MULTI -CONDUCTOR, TYPE TC CABLE (12 AWG OR LARGER), 60OV, OIL RESISTANT THHN OR THWN-2. CLASS B STRANDED COPPER CABLE RATED FOR 90'C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION USED, UNLESS OTHERWISE SPECIFIED. 14. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP -STYLE, COMPRESSION WIRE LUGS AND WIRENUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT ON LESS THAN 75'C (90-C IF AVAILABLE). 15. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND NEC. 16. NEW RACEWAY OR CABLE TRAY WILL MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. 17. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NiONMETALUC CONDUIT O.E.. RIGID PVC SCHEDULE 40, OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 18. ELECTRICAL METALLIC TUBING (EMT) OR ELECTRICAL NONMETALLIC TUBING (ENT), OR RIGID NONMETALLIC CONDUIT (RIGID PVC SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 19. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE GRADE. 20. RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40, OR RIGID PVC SCHEDULE 80) SHALL BE USED UNDERGROUND; DIRECT BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. 21. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 22. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE. 23. CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND NEC. 24. CABINETS, BOXES AND WIREWAYS TO MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. 25. WIREWAYS SHALL BE EPDXY -COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARD. SHALL BE PANDUI T TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 34 (OR BETTER) OUTDOORS. 26.EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR EPDXY -COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50. AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 34 (OR BETTER) OUTDOORS. 27. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY -COATED, OR NON -CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 (OR BETTER) INDOORS. OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 28. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS, OR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM 29.THE SUBCONTRACT THE CONTRACTOR BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 30,THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND PROPERTY. GROUNDING NOTES 1- THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING SYSTEM AND UGHTNING PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR STRICT COMPLIANCE WITH THE NEC (AS ADOPTED BY THE AH4 THE SITE-SPEC1F;C (UL, LPI, OR NFPA) UGHTING PROTECTION CODE, AND GENERAL COMPLIANCE WITH TELCORDIA AND TA GROUNDING STANDARDS. THE SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. 2. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO. LIGHTNING PROTECTION. AND AC POWER GES'S) SHALL BE BONDED TOGETHER, AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 3. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL -OF -POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 91) FOR NEW GROUND ELECTRODE SYSTEMS. THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. TESTS SHALL BE PERFORMED IN ACCORDANCE WITH 25471-000-3PS-EGDO-0001, DESIGN & TESTING OF FACILITY GROUNDING FOR CELL SITES. 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. 5. EACH BTS CABINET FRAME SHALL HE DIRECTLY CONNECTER TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, 5 AWG STRANDED COPPER OR LARGER INDOORS STS; 2 AWG STRANDED COPPER FOR OUTDOORS STS. 6, EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 7- APPROVED ANTIOXIDANT COATINGS (I.E.. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. B. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED WITH STA114LESS STEEL HARDWARE TO THE BRIDGE AND THE TOWER GROUND BAR. 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 10. MISCELLANEOUS ELECTRICAL AND NON -ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL HE BONDED TO THE GOUND RING, IN ACCORDANCE WITH THE NEC. 11. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH 6 AWG COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. 12. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALuc OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL, SUCH AS PVC PLASTIC CONDUIT SHALL. BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE NON-METALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. 13. ALL TOWER GROUND SYSTEms SHALL COMPLY WITH THE REQUIREMENTS OF ANSI/TIA 222. FOR TOWERS BEING BUILT TO REV G OF THE STANDARD, THE WIRE SIZE OF THE BURIED GROUND RING AND CONNECTIONS BETWEEN THE TOWER AND THE BURIED GROUND RING SHALL BE CHANGED FROM 2 AWG TO 2/0 AWG. IN ADDITION, THE MINIMUM LENGTH OF THE GROUND RODS SHALL BE INCREASED FOR 8 FEEL TO 10 FEET. 14. ALL GROUND WIRE TO RRUS SHALL BE #2 GREEN STRANDED. 15. ALL OUTDOOR LUGS SHALL USE BLACK HEAT SHRINK AND INDOOR LUGS SHALL USE CLEAR HEAT SHRINK. 16. ALL OUTDOOR LUGS TO BE LONG BARREL 2 HOLE WITHOUT INSPECTION HOLES AND INDOOI LUGS TO HAVE INSPECTION HOLES. f ABBREVIATIONS AGL ABOVE GRADE LEVEL AMSL ABOVE MEAN SEA LEVEL AWG AMERICAN WIRE GAUGE BLDG BUILDING DWG DRAWING FT FOOT EMT ELECTRICAL METALLIC TUBING ELEV ELEVATION EQUIP EQUIPMENT (E) EXISTING EXT EXTERIOR FND FOUNDATION F FIBER GALV GALVANIZED GPS GLOBAL POSITIONING SYSTEM GND GROUND LTE LONG TERM EVOLUTION MAX MAXIMUM MFR MANUFACTURER MGB MASTER GROUND BAR MIN MINIMUM N.T.S. NOT TO SCALE (P) PROPOSED PPC POWER PROTECTION CABINET REIS RADIO BASE STATION IN INCHES) INT INTERIOR LB(S) OR # POUND(S) SF SQUARE FOOT TYP TYPICAL W/ WITH XFMR TRANSFORMER FOR OFFICIAL SDCI USE ONLY at&t 16221 NE 72ND WAY, RTC 3 P.O. BOX 97061 REDMOND. WA 98052 MasTec Network Solutions ON CLSGroup 9 S. KELLY AVENUE, STE. D EDMOND, OK 73003 PH: (405) 348-5460 FAX:(405) 341-4625 REVISIONS DATEDESCRIP1g [REV. 03/26/18 PRELIMINARY ISSUE SB 07/31/181 FOR CONSTRUC110NS 03/26/19 FOR CONSTRUCTION I SB NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET WA6109 ENCHANTED PKWY 1741 S 356TH ST FEDERAL WAY, WA 98003 SHEET TITLE GENERALNOTES SHEET NUMBER GNI NOTES: 1. VERIFICATION THAT THE ANTENNA MOUNTS CAN SUPPORT ALL PROPOSED LOADING SHALL BE PERFORMED BY A REGISTERED STRUCTURAL ENGINEER 2. STRUCTURAL ANALYSIS AND DESIGN TO BE PERFORMED PRIOR TO FCD COMPLETION 3. THIS IS NOT A SITE SURVEY. ALL PROPERTY LINES AND BOUNDARIES VIEWER AND ARE APPROXIMATE FARCE NUMBER 2821049778 ZONING CLASSIFICATION: CE LEGAL DESCRIPTION_ 282104 178 BEG NXN N LN SW 1/4 OF NW 1/4 & ELY MGN ST HWY 5D TH E 275 FT TO PT A TH E 201.31 FT TH S 00-09-00 W 255 FT TH S 89-36-00 W 201 FT TO PT S 00-24-00 E FIR PT A TH N 00-24-00 W 225 FT TO PT 30 FT S FIR PT A TH S 89-36-00 W TO ELY MGN ST HWY TH NLY ALG SD ELY MGN TO TPOB - LESS POR AS L — S. 356TH STREET z EXISTING ACCESS �I — _ DRIVE J ^ O r p 01 w N EL +I a v �� PROPERTY LINE (t252.9')� 1 OVERALL SITE PLAN 617' p 30' 60' SCALE: 1 "=60'-O" (22x34) (OR) 1/2"=60'-O" (11x17 _ EXISTING GRAVET LOT O N N w z J I EXISTING 148'-0" a SELF SUPPORT TOWER O o- rL EXISTING BUILDING — PROPERTY LINE (t200.48 EXISTING BULDING EXISTING BUILDING 1 EXISTING CHAIN LINK FENCE (TYP.) 0 uO N N -H w EXISTING EQUIPMENT SHELTER EXISTING BUILDING TRUE NORTH EXISTING TREE (TYP.) at&t 16221 NE 72ND WAY, RTC 3 P.O. Box 97061 REDMOND, WA 98052 oflasTec Network Solutions CLSGroup BUS S KELLY AVENUE. STE, 1).EDMOND, OK 73003 PH: (405) 348-5460 FAX:(405) 341-4625 REVISIONS REV. DATE I DESCRIPTION 'IN A 03/26/18 PRELIMINARY ISSUE SB O 07/31/18 I FOR-1,I—UCTON SB 1 03/26/19 FOR CONSTRUCTION SB Iy I 1� NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET WA6109 ENCHANTED PKWY 1741 S 356TH ST IL FEDERAL WAY, WA 98003 SHEET TITLE OVERALL SITE PLAN SHEET NUMBER AlI [FOR OFFICIAL SDCI USE ONLY 0 x x x --� X EXISTING DOUBLE SWING GATES EXISTING EQUIPMENT SLAB (OTHER CARRIER) X EXISTING CHAIN LINK o FENCE (TYP.) EXISTING FCC RF 41V WARNING SIGN o X (E) AT&T EQUIPMENT SHELTER o "� o L6 X EXISTING BOLLARD (TYP.) 1 O EXISTING ICE BRIDGE x -� X o EXISTING GPS (E) H-FRAME ANTENNA (TYP.) 0 EXISTING 148'-0" SELF X x SUPPORT TOWER o � ' �I X EXISTING EQUIPMENT SLAB `// (OTHER CARRIER) EXISTING METER (TYP.) X EXISTING ICE BRIDGE (OTHER CARRIER) r EXISTING TRANSFORMER SWITCH EXISTING GENERATOR x 1 SITE PLAN 0 1.531' 5_' SCALE: 3/16"=1'-O" (22x34) (OR) 3/32"=1'-O" (11x17) LEGAL DESCRIPTION_ 282104 178 BEG NXN N LN SW 1/4 OF NW 1/4 & ELY MGN ST HWY 5D TH E 275 FT TO PT A TH E 201.31 FT TH S 00-09-00 W 255 FT TH S 89-36-00 W 201 FT TO PT S 00-24-00 E FR PT A TH N 00-24-00 W 225 FT TO PT 30 FT S FIR PT A TH S 89-36-00 W TO ELY MGN ST HWY TH NLY ALG SD ELY MGN TO TPOB - LESS POR AS PCR CT: 4Fi-9-17R£iFi4--9KNT PARCEL NUMBER (S): ZONING CLASSIFICATION: 2821049778 CE at&t 16221 NE 72ND WAY, RTC 3 P.O. BOX 97061 REDMOND, WA 98052 •:I a sTe c 1- Network Solutions - CIS roup SW S. KELLY AVF?1UE, STE. 0 EDMOND, OK 73003 PH: (405) 348-5450 FAX:(405) 341-4625 A 4 03/26/1B I PRELIMINARY ISSUE I SB 0 07/31/18 iFOR CONSTRUCTION SB 1 03/26/19 FOR CONSTRUCTION I SB I I NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET WA6109 ENCHANTED PKWY 1741 S 356TH ST FEDERAL WAY, WA 98003 LSHEET TITLE SITE PLAN SHEET NUMBER TRUE NORTH FOR OFFICIAL SDCI USE ONLY EXISTING OTHER CARRIER ANTENNAS EXISTING 742-265 UMTS- ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING SBNHH-1D65C LTE- ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING SECTOR FRAME MOUNT, TO BE REPLACED (1 PER SECTOR, 3 SECTORS. 3 TOTAL) EXISTING OTHER CARRIER ANTENNAS TOWER NOTES SELF SUPPORT IS SHOWN FOR ILLUSTRATION ONLY AND FOR LOCATION OF APPURTENANCE(S). REFER TO SELF SUPPORT SURVEY FOR ALL EXISTING SELF SUPPORT COMPONENTS TO INCLUDE ANTENNAS, LIGHTS, LIGHTNING ROD & SELF SUPPORT HEIGHT. CONTRACTOR(S) TO COMPLY WITH ALL FCC AND FAA REGULATIONS ON THIS PROJECT. COAX ROUTING MUST BE PER STRUCTURAL ANALYSIS. PRIOR TO CONSTRUCTION: CONTRACTOR SHALL VERIFY THAT A SELF SUPPORT AND MOUNT STRUCTURAL ANALYSIS, DEPICTING THE LOADING SHOWN, HAS BEEN PERFORMED AND SHOWS A "PASS' OR AN "ACCEPTABLE' RATING. UNDER NO CIRCUMSTANCE WHAT SO EVER SHALL THE PROPOSED EQUIPMENT BE INSTALLED WITHOUT SAID TOWER HEIGHT STRUCTURAL ANALYSIS. IF SAID STRUCTURAL ANALYSIS REQUIRES THAT THE SELF SUPPORT AND/OR ^ELEV. = 148'-0" AGL MOUNT BE MODIFIED, SUCH MODIFICATIONS SHALL BE COMPLETED PRIOR TO INSTALLATION OF THE PROPOSED EQUIPMENT. MOUNT ANALYSIS AND STRUCTURAL ANALYSIS DONE BY OTHERS. GC $HALL pak= E)=NG MOUNTS W/ NEW SREPRO 1 VFA12- HD MOUNTS (1 PER SECTOR, 3 SECTORS. 3 TOTAL) AS REQUIRED, PRIOR TO THE INSTALLATION OF THE PROPOSED AT&T EQUIPMENT EXISTING AT&T ANTENNAS RAD CENTER ELEV. = 125' ` EXISTING SBNHH-1D65C LTE- ANTENNA (1 PER SECTOR, 3 I EXISTING EAST ELEVATION SCALE: N.T.S. -- EXISTING 3JR52703WA ANTENNA, TO BE REPLACED 0 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING 742-265 GSM ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING OTHER CARRIER ANTENNAS SECTORS, 3 TOTAL) EXISTING 742-265 UMTS ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING OTHER CARRIER ANTENNAS A PROPOSED EAST ELEVATION L SCALE: N.T.S. EXISTING OTHER CARRIER ANTENNAS TOWER HEIGHT ELEV. = 148'-0" AGL PROPOSED SIfET'RO 1 VFA12-HD MOUNT (1 PER SECTOR. 3 SECTORS, 3 TOTAL) ExisnNG & PROPOSED AT&T ANTENNAS RAD CENTER ELEV. - 125' PROPOSED EPBQ-654L5m-L2 LTE ANTENNA TO REPLACE D[1SfTNG ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING 742-265 GSM ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING OTHER CARRIER ANTENNAS FOR OFFICIAL SDCI USE ONLY llt�lat&t 221 NE 72ND WAY, RTC 3 P.O. BOX 97061 REDMOND, WA 98052 4asTec Network Solutions 0 CLSGroup sm 609 9 S. i(ELLY AVENUE. STE. 0 EDMOND, OK 73003 PH: (405) 348-5460 FAX:(405) 341-4625 REVISIONS REV. DATE - DESCRIPTION :IN I A 03/26/1B � PREIJMINARY ISSUE SB i 0 07/31/18 FOR CONSTRUCTION SB 1 03/26/19 FOR CONSTRUCTION SB 1 � I f NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET WA6109 ENCHANTED PKWY 1741 S 356TH ST FEDERAL WAY, WA 98003 SHEET TITLE TOWER ELEVATION SHEET NUMBER A3 TOWER NOTES SELF SUPPORT IS SHOWN FOR ILLUSTRATION ONLY AND FOR LOCATION OF APPURTENANCE(S). REFER TO SELF SUPPORT SURVEY FOR ALL EXISTING SELF SUPPORT COMPONENTS TO INCLUDE ANTENNAS, LIGHTS, LIGHTNING ROD & SELF SUPPORT HEIGHT. CONTRACTOR(S) TO COMPLY WITH ALL FCC AND FAA REGULATIONS ON THIS PROJECT, COAX ROUTING MUST BE PER STRUCTURAL ANALYSIS. PRIOR TO CONSTRUCTION: CONTRACTOR SHALL VERIFY THAT A SELF SUPPORT AND MOUNT STRUCTURAL ANALYSIS, DEPICTING THE EXISTING OTHER LOADING SHOWN, HAS BEEN PERFORMED AND SHOWS A "PASS" OR AN "ACCEPTABLE" RATING. UNDER CARRIER ANTENNAS TOWER HEIGHT NO CIRCUMSTANCE WHAT SO EVER SHALL THE PROPOSED EQUIPMENT BE INSTALLED WITHOUT SAID STRUCTURAL ANALYSIS. IF SAID STRUCTURAL ANALYSIS REQUIRES THAT THE SELF SUPPORT AND/OR ELEV. = 148' PROPOSED EQUIPMENT. -0" AGL EBE MODIFIED. SUCH MDDIFECATIQNS SHALL 8E COMPLETED PRIOR TO INSTALLATION OF THE EXISTING 742-265 UMTS ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING SBNHH-1D65C LTE ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING SECTOR FRAME MOUNT, TO BE REPLACED (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING OTHER J CARRIER ANTENNAS EXISTING OTHER CARRIER ANTENNAS } MOUNT ANALYSIS AND STRUCTURAL ANALYSIS DONE BY OTHERS. GC SHALL REPLACE EXISTING MOUNTS W/ NEW SITEPRO 1 VFA12- HD MOUNTS 0 PER SECTOR. EXISTING AT&T ANTENNAS 3 SECTORS, 3 TOTAL) AS REQUIRED, PRIOR TO THE INSTALLATION OF THE PROPOSED AT&T EQUIPMENT RAID CENTER ELEV. 125' EXISTING SBNHH-1 D65C LTE 1 EXISTING WEST ELEVATION SCALE: N.T.S. ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) - EXISTING 3JR527OWM ANTENNA. EXISTING 742-265 UMTS TO BE REPLACED (1 PER SECTOR, ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) 3 SECTORS, 3 TOTAL) EXISTING 742-265 GSM ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING OTHER CARRIER ANTENNAS EXISTING OTHER CARRIER ANTENNAS 2 PROPOSED WEST ELEVATION SCALE: N.T.S. - - at&t 16221 NE 72ND WAY, RTC 3 P.O. BOX 97061 REDMOND, WA 98052 IN EXISTING OTHER CARRIER ANTENNAS TOWER HEIGHT ELEV. = 148'-0" AGL EXISTING & PROPOSED AT&T ANTENNAS ► RAID CENTER ELEV. - 125' PROPOSED EPBQ-654L8M-L2 LTE ANTENNA TO REPLACE EXISTING ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING 742-265 GSM ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) PROPOSED STTEPRO 1 VFA12-HD MOUNT (1 PER SECTOR, 3 SECTORS, 3 TOTAL) FOR OFFICIAL SDCI USE ONLY :1I a sTe c Network Solutions cLSGroup 609 S, KELLY AVENUE, STE. D EDMOND, OK 73003 PH: (405) 348-5460 FAX:(405) 341-4625 REVISIONS REV.i DATE DESCRIPTION A 03/26/18 PRELIMINARY ISSUE SB 0 07/31/18 •FOR CONSTRUCTION SB 1 03/26/19 IFOR CONSTRUCTION SB NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET WA6109 ENCHANTED PKWY 1741 S 356TH ST FEDERAL WAY, WA 98003 SHEET TITLE BUILDING ELEVATION SHEET NUMBER A3.1 EXISTING OTHER CARRIER ANTENNAS EXISTING 742-265 UMTS ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING SBNHH-1 D65C LTE- ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING SECTOR FRAME MOUNT, TO BE REPLACED (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING OTHER CARRIER ANTENNAS EXISTING OTHER CARRIER ANTENNAS TOWER NOTES SELF SUPPORT IS SHOWN FOR ILLUSTRATION ONLY AND FOR LOCATION OF APPURTENANCE(S). REFER TO SELF SUPPORT SURVEY FOR ALL EXISTING SELF SUPPORT COMPONENTS TO INCLUDE ANTENNAS, LIGHTS, LIGHTNING ROD Sc SELF SUPPORT HEIGHT. CONTRACTOR(S) TO COMPLY WITH ALL FCC AND FAA REGULATIONS ON THIS PROJECT. COAX ROUTING MUST BE PER STRUCTURAL ANALYSIS. PRIOR TO CONSTRUCTION: CONTRACTOR SHALL VERIFY THAT A SELF SUPPORT AND MOUNT STRUCTURAL ANALYSIS, DEPICTING THE LOADING SHOWN, HAS BEEN PERFORMED AND SHOWS A "PASS" OR AN "ACCEPTABLE" RATING. UNDER NO CIRCUMSTANCE WHAT SO EVER SHALL THE PROPOSED EOUIPMENT BE INSTALLED WITHOUT SAID TOWER HEIGHT STRUCTURAL ANALYSIS. IF SAID STRUCTURAL ANALYSIS REQUIRES THAT THE SELF SUPPORT AND/Oft ELEV. = 148'-0" AGL MOUNT BE MODIFIED, SUCH MODIFICATIONS SHALL BE COMPLETED PRIOR TO INSTALLATION OF THE PROPOSED EQUIPMENT. MOUNT ANALYSIS AND STRUCTURAL ANALYSIS DONE BY OTHERS. GC SWILL REPLACE EXISTING MOUNTS W/ NEW SREPRO 1 VFA12- HD MOUNTS (1 PER SECTOR, 3 SECTORS, 3 TOTAL) AS REQUIRED, PRIOR TO THE INSTALLATION OF THE PROPOSED AT&T EQUIPMENT EXISTING AT&T ANTENNAS RAD CENTER ELEV. = 125' 11 EXISTING NORTH ELEVATION 1 SCALE: N.T.S. EXISTING 3JR52703AAM ANTENNA, TO BE REPLACED (1 PER SECTOR- 3 SECTORS, 3 TOTAL) EXISTING 742-265 GSM ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING SBNHH-1 D65C LTE- ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING 742-265 UMTv- ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING OTHER CARRIER ANTENNAS EXISTING OTHER CARRIER ANTENNAS A PROPOSED NORTH ELEVATION L SCALE: N.T.S. EXISTING OTHER CARRIER ANTENNAS TOWER HEIGHT A ELEV. = 148'-0" AGL PROPOSED STIEPRO 1 VFA12-HD MOUNT (1 PER SECTOR, 3 SECTORS, 3 TOTAL) E]Gs11NG & PROPOSED AT&T ANTENNAS RAD CENTER B". R 12V pROPOSED @pBQ-654L8H8-L2 LTE ANTENNA To fonACE EXISW ANTENNA (1 PER SECTOR. 3 SECTORS, 3 TOTAL) EXISTING 742-265 GSM ANTENNA (1 PER SECTOR. 3 SECTORS, 3 TOTAL) at&t 16221 NE 72ND WAY, RTC 3 P.O. BOX 97061 REDMOND, WA 9B052 -AasTec Network Solutions 0 CLSGroup 609 S. KELLY AVENUE, STE. D EDMOND, OK 73003 PH: (405) 348-5460 FAX:(405) 341-4625 REVISIONS _ REV. DATE DESCRIPTION INMALS A lI 03/26/18 PRELMINARY ISSUE SB 0 07/31/16 IFOR CONSTRUCTION 4 SB 1 1 03/26/19 FOR CONSTRUCTON L SB I NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET FOR OFFICIAL SDCI USE ONLY WA6109 ENCHANTED PKWY 1741 S 356TH ST FEDERAL WAY, WA 98003 SHEET TITLE BUILDING ELEVATION SHEET NUMBER A3.2 EXISTING OTHER CARRIER ANTENNAS EXISTING 742-265 UMTS ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING SBNHH-1D65C LTE- ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING SECTOR FRAME MOUNT, TO BE REPLACED (1 PER SECTOR. 3 SECTORS, 3 TOTAL) EXISTING OTHER CARRIER ANTENNAS EXISTING OTHER CARRIER ANTENNAS TOWER NOTES SELF SUPPORT IS SHOWN FOR ILLUSTRATION ONLY AND FOR LOCATION OF APPURTENANCE(S). REFER TO SELF SUPPORT SURVEY FOR ALL EXISTING SELF SUPPORT COMPONENTS TO INCLUDE ANTENNAS, LIGHTS, LIGHTNING ROD & SELF SUPPORT HEIGHT. CONTRACTOR(S) TO COMPLY WITH ALL FCC AND FAA REGULATIONS ON THIS PROJECT, COAX ROUTING MUST BE PER STRUCTURAL ANALYSIS. PRIOR TO CONSTRUCTION: CONTRACTOR SHALL VERIFY THAT A SELF SUPPORT AND MOUNT STRUCTURAL ANALYSIS. DEPICTING THE LOADING SHOWN, HAS BEEN PERFORMED AND SHOWS A "PASS" OR AN "ACCEPTABLE" RATING. UNDER TOWER HEIGHT NO CIRCUMSTANCE WHAT SO EVER SHALL THE PROPOSED £OUIPMENT BE INSTALLED WITHOUT SAID STRUCTURAL ANALYSIS. IF SAID STRUCTURAL ANALYSIS REQUIRES THAT THE SELF SUPPORT AND/OR ELEV. = 148'-0" AGL MOUNT BE MODIFIED. SUCH MODIFICATIONS SHALL BE COMPLETED PRIOR TO INSTALLATION OF THE PROPOSED EQUIPMENT. MOUNT ANALYSIS AND STRUCTURAL ANALYSIS DONE BY OTHERS. GC SHALL REPLACE E) ONG MOUNTS W/ NEW SITEPPRO 1 VFA12- HD MOUNTS (1 PER SECTOR, 3 SECTORS, 3 TOTAL) AS REQUIRED, PRIOR TO THE INSTALLATION OF THE PROPOSED AT&T EQUIPMENT EXISTING AT&T ANTENNAS RAID CENTER ELEV. = 125"+: EXISTING SBNHH-1D65C LTE ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING 3JR52703AAAA ANTENNA, TO SE REPLACED (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING 742-265 GSM ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) 1 EXISTING SOUTH ELEVATION SCALE: N.T.S. EXISTING 742-265 UMTS ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING OTHER CARRIER ANTENNAS EXISTING OTHER CARRIER ANTENNAS A PROPOSED SOUTH ELEVATION L SCALE: N.T.S. EXISTING OTHER CARRIER ANTENNAS TOWER HEIGHT ELEV. = 148'-0" AGL pROP06ED SnEPRO 1 VFA12-HD MOUNT (1 PER SECTOR. 3 SECTORS. 3 TOTAL) EXISTING & PROPOSED AT&T ANTENNAS RAID CEmTER ELEV. - 12V PROPOSED EPgQ-854L8N8-L2 LTE ANTENNA TO REpU CE EXISTING ANTENNA (1 PER SECTOR. 3 SECTORS, 3 TOTAL) EXISTING 742-265 GSM ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) FOR OFFICIAL SDCI USE ONLY at&t 16221 NE 72ND WAY, RTC 3 P.O. Box 97061 REDMOND. WA 98052 •:?IasTec' Network Solutions ON cLSGroupi 609 S. KELLY AVENUE, STE. D EDMOND, OK 73003 PH: (405) 348-5450 FAX:(405) 341-4625 REV€S1ONS REV, I DAZE i DE5CRF11DM 1 A 03/26/15 I PRELIMINARY ISSUE -! SB !1 0 07/31/18 FOR CONSTRUCTION SB 1 03/26/19 FOR CONSMUCIION ` SB I 1 NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET WA6109 ENCHANTED PKWY 1741 S 356TH ST FEDERAL WAY, WA 98003 SHEET TITLE BUILDING ELEVATION LSHEE;TNUMBER SECTOR 1 AZIMUTH RAIDCENTER ELEC. TILT M ECH TILT LTE 1900/700 90' 125'-0" 2'/7' 0' GSM 1900/ 850 90' 125'-0" 3'/6' 0' UMTS 1900/850 99 125'-0" 3'/5- 0' LTE WCS/850 90' 125'-0" 1'/9' 0' SECTOR 2 LTE 1900/700 GSM 1900/ 850 AZIMUTH 220' 220' RAIDCENTER 125'-0" 125'-0" ELEC. TILT 3'/7 V/4' M ECF TILT 0' 5' UMTS 1900/850 220' 125'-0" 1'/4' 5' LTE WCS/850 220' 125'-0" 1'/9' 0' SECTOR 3 AZIMUTH RAIDCENTER ELEC. TILT MELT TILT LTE 1900/700 315' 125'-0" 3 /7' 2' GSM 1900/ 850 315' 125'-0" 6'/9' 0' UMTS 1900/850 LTE WCS/850 315' 315' 125'-0" 125'-0" 6'/9' 2'/9' 0' 2' EXISTING (2) RAYCR EXISTING 148' SUPPC EXISTING SECTOR FRAME MOUNT, TO BE REPLACED (1 PER SECTOR, 3 SECTORS, 3 TOTAL) `v EXISTING ANTENNA PLAN SCALE: N.T.S. EXISTING ANTENNA CONFIGURATION AND SCHEDULE NUMBER OF VENDOR MODEL TMA RRH NUMBER OF COAX COAX COAX LENGTH ANTENNAS 1 ALU AA 3JR52703AAAA - (1) RRH2X40W-07L 1 FIBER 151'-0" 1 KATHREIN 742-265 4 1 5/8" 147'-0" KATHREIN 742-265 (2) LGP 21401 _ 4 1 5/8" 151'-0" 1 (1} RRH2X60-850 1 FIBER 151'-0" 1 COMMSCOPE SBNHH-1D65C - 1 RRH4X25-WCS-4R NUMBER OF VENDOR MODEL TMA RRH NUMBER OF COAX COAX COAX LENGTH ANTENNAS 1 ALU AA 3JR52703AAAA - (1) RRH2X40W-07L 1 FIBER 151'-0" KATHREIN 742-265 - 4 1 5/8" 147'-0" 1 - KATHREIN 742-265 (2) LGP 21401 _ 4 1 5/8" 151'-0" 1 (1) RRH2X60-850 1 FIBER 151'-0" 1 COMMSCOPE SBNHH-1D65C - 1 RR144X25-WCS-41R NUMBER OF VENDOR MODEL TMA RRH NUMBER OF COAX COAX COAX LENGTH ANTENNAS 1 ALU AA 3JR52703AAAA - (1) RRH2X40W-07L 1 FIBER 151'-0" KATHREIN 742-265 - 4 1 5/8" 147'-0" 1 KATHREIN 742-265 (2) LGP 21401 - 4 1 5/8" 151'-0" 1 (1) RRH2X60-850 1 FIBER 1 COMMSCOPE SBNHH-1D65C _ (1) RRH4X25-WCS-4R EXISTING LTE FUUM40W-07L, TO BE REPLACED (1 PER SECTOR, 3 SECTORS, 3 TOTAL) DwnNG 3JR52703AMA ANTENNA, TO BE REPLACED (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING 742-265 GSM ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING TMA (2 PER SECTOR, 3 SECTORS, 6 TOTAL) (SECTOR 1) 90' AZIMUTH EXISTING 742-265 UMTS ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING LTE RRH4X25-WCS-4R (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING SBNHH-1D65C LTE ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING LTE RRH2x60-850 (1 PER SECTOR, 3 SECTORS, 3 TOTAL) TRUE NORTH at&t 16221 NE 72ND WAY, RTC 3 P.O. BOX 97061 REDMOND, WA 9B052 r� lasTec Network Solutions GLS rOup 609 S. KELLY AVENUE, STE 9 EDMOND, OK 73003 PH: (405) 348-5460 FAX:(405) 341-4625 REVISIONS REV, DATE DESCRIPRON WFALS A 03/26/13 PRELIMINARY ISSUE Se 0 07/31/18 FOR CONSTRUCTION ` SB 1 03/26/19 FOR CONSTRUCTION SB NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET WA6109 ENCHANTED PKWY 1741 S 356TH ST FEDERAL WAY, WA 96003 SHEET TITLE ANTENNA PLAN SHEET NUMBER A4 FOR OFFICIAL SDCI USE ONLY PROPOSED ANTENNA CONFIGURATION AND SCHEDULE SECTOR 1 AZIMUTH RAD CENTER ELEC. MECH. NUMBER OF I VENDOR MODEL TMA RRH NUMBER OF COAX COAX COAX LENGTH LTE 1900/AWS/700 90' 125'-0" TILT 2'/2'/7' TILT 0' ANTENNAS 1 KMW EPBQ-654L8H8-L2 - 1 RRH 4T4R B25 66 1 FIBER 151'-0" GSM 1900/850 90' 125'-0" 3'/6' 0' 1 KATHREIN 742-265 - _ 4 1 5/8" 147--0" UMTS 1900/850 90, 125'-0" 3'/5' 0' 1 KATHREIN 742-265 (2) LGP 21401 _ 4 1 5/8" 151'-0" LTE WCS/850 90' 125'-O" 1'/9' 0' 1 COMMSCOPE SBNHH-1D65C _ (1) RRH2X60-850 1 RRH4X25-WCS-4R 1 FIBER 151'-0" SECTOR 2 AZIMUTH RAD CENTER ELEC. MECH. NUMBER OF VENDOR MODEL TMA RRH NUMBER O i COAX COAX COAX LENGTH LTE 1900/AWS/700 220' 125'-0" TILT 2'/2'/7' TILT 0' ANTENNAS 1 KMW EPBQ-654L8H8-L2 - 1 RRH 4T4R B12 66 1 FIBER 151'-0" GSM 1900/850 220' 125'-0" 1'/4' 5' 1 KATHREIN 742-265 - 4 1 5/8" 147'-0" UMTS 1900/850 220' 125'-0" 1'/4' 5' 1 KATHREIN 742-265 (2) LGP 21401 _ 4 1 5/8" 151'-0" LTE WCS/850 220' 125'-0" 1'/9' 0' 1 COMMSCOPE SBNHH-1 D65C _ (1) RRH2X60-850 1 RRH4X25-WCS-4R 1 FIBER 151'-0" SECTOR 3 AZIMUTH RAD CENTER ELEC. MECH. NUMBER OF VENDOR MODEL TMA RRH NUMBER OF COAX COAX COAX LENGTH LTE 1900/AWS/700 315' 125'-0" TILT 3'/3'/7' TILT 2' ANTENNAS 1 KMW EPBQ-654L8H8-L2 _ 1 RRH 4 4R 81 14 1 RRH 4T4R 925166 1 FIBER 151'-0" GSM 1900/850 315' 125'-0" 6'/9' 0' 1 KATHREIN 742-265 - 4 1 5/8" 147'-0" UMTS 1900/850 315' 125'-0" 6'/9' 0' 1 KATHREIN 742-265 (2) LGP 21401 _ 4 1 5/8" 151'-O" LTE WCS/850 315' 125'-O" 2'/9' 2' 1 COMMSCOPE SBNHH-1 D65C - (1) RRH2X6O-850 1 RRH4X25-WCS-4R 1 FIBER 151'-0" EXISTING (2) RAYCAP SQUIDS EXISTING 148'-0" SELF SUPPORT TOWER PROPOSED SREPRO 1 VFA12-HD MOUNT (1 PER SECTOR, 3 SECTORS, 3 TOTAL) i PROPOSED ANTENNA PLAN I SCALE: N.T.S. PROPOSED (3) LTE AIRSCALE QUAL RRH 4T4R B12/14 AHLBA TO REPLACE EXISTING RRH (1 PER SECTOR, 3 SECTORS, 3 TOTAL) PROPOSED EPB0-654L8H8-L2 LTE ANTENNA TO REPLACE EXISTING ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) PROPOSED (3) LTE AIRSDUAL RRH 4T4R 1325/66 AHFIB (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING 742-265 GSM ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING TMA (2 PER SECTOR, 3 SECTORS, 6 TOTAL) (SECTOR 1) 90' AZIMUTH EXISTING 742-265 UMTS ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING SBNHH-1 D65C LTE ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING LTE RRH4X25-WCS-4R (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING LTE RRH2x60-850 (1 PER SECTOR, 3 SECTORS, 3 TOTAL) TRUE NORTH NOTE: GC SHALL REPLACE EXISTING MOUNTS W/ NEW SREIM 1 VFA12- HD MOUNTS (1 PER SECTOR, 3 SECTORS, 3 TOTAL) AS REQUIRED, PRIOR TO THE INSTALLATION OF THE PROPOSED AT&T EQUIPMENT FOR OFFICIAL SDCI USE ONLY at &t 1'221 NE 72ND WAY, RTC 3 P.O. BOX 97061 REDMOND, WA 98052 :1asTec Network Solutions M CLSGroup 609 S. KELLY AVENUE, STE. D EDMOND, OK 73003 PH: (405) 348-5460 FAX:(405) 341-4625 REVISIONS REV. I DALE I DESCRIFfION IWiRL."5 A 03/26/18 PR-Ml- ISSUE l SB 0 07/31/18 I FOR CONSTRUCTION SB 1 03/26/19 FOR CONSMUCRON SB �I NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET WA6109 ENCHANTED PKWY 1741 S 356TH ST FEDERAL WAY, WA 98003 SHEET TITLE ANTENNA PLAN SHEET NUMBER A4 .1 KMW EPBQ-654L8H8-L2 MANUFACTURER: KMW MODEL: EPBQ-654L8HB-L2 DIMENSIONS: 96.0" X 21" X 6.3" H X W X D FREQUENCY: REFER TO RF DATA SHEET 21" RF CONNECTOR, TYP FRONT 1 ANTENNA SPECIFICATIONS SCALE: N.T.S. 0 m MAX ANTENNA INFORMATION PULLED FROM PRELIMINARY PRODUCT DATA SHEET 6.3" SIDE 0 m 12.8" A RRH 4T4R 1312/14 SPECIFICATIONS L SCALE: N.T.S. - 011 3 RRH 4T4R B25/66 SPECIFICATIONS SCALE: N.T.S. NOKIA RRH 4T4R B12114 MANUFACTURER: NOKIA RRH 4T4R B12/14 320W AHLBA DIMENSIONS: 26.6" X 12.8" X 7.4" HXWXD(IN) WEIGHT (LBS): 94.7 LBS FREQUENCY: REFER TO RF DATA SHEET NOKIA 4T4R B25/66 MANUFACTURER: NOKIA RRH 4T4R B25/66 320W AHFIB DIMENSIONS: 26.6" X 12.8" X 6.3" H XWXD(IN) WEIGHT (LBS): 88.1 LBS FREQUENCY: REFER TO RF DATA SHEET 1&at&t 221 NE 72ND WAY, RTC 3 P.O. BOX 97061 REDMOND, WA 98052 •:lasT Network Solutions MR CLSGroup 609 S. KELLY AVENUE, STE. D EDMOND, OK 73003 PH: (405) 348-5460 FAX:(405) 341-4625 �REVISIONSREV. DATE DESCRIPDONA 03/26/1PRELIMINARY ISSUE SB 0 M 07/31/18 FOR CONSTRUCTION SB 1 03/26/19 FOR CONSTRUCTION ` SB NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET WA6109 ENCHANTED PKWY 1741 S 356TH ST FEDERAL WAY, WA 98003 SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER FOR OFFICIAL SDCI USE ONLY 1[ A5 SIGNS AND PLACEMENT: 1. LOW LEVEL BLUE NOTICE SIGNS — PLACE AT SITE ENTRY / ACCESS POINTS ONLY. — ROOFTOPS: PLACE SIGNS ON THE INSIDE OF ROOF HATCH; PLACE ON ACCESS DOOR UNLESS DOOR IS USED BY GENERAL PUBUC OR BUILDING TENANTS ON A REGULAR BASIS FOR ACCESS — IN THESE CASES CONSULT CONSTRUCTION MANAGER. — WATER TANKS: PLACE SIGNS ON COMPOUND GATE. — NETWORK CARRIER OWNED SITES: PLACE ONE SIGN ON COMPOUND GATE: ALL SIGNS SHALL BE SECURED WITH EITHER STAINLESS STEEL ZIP TIES OR STAINLESS TECH SCREWS. 2. CONSTRUCTION COORDINATOR PARTICIPATION IN SIGN LOCATION: NETWORK CARRIER CONSTRUCTION MANAGER SHALL MEET WITH ALL CONSTRUCTION COORDINATOR'S TO OUTLINE CRITERIA FOR SIGN PLACEMENT. EMPHASIS SHALL BE PLACED ON "CHALLENGING" SITES, WHERE THE NETWORK CARRIER CONSTRUCTION MANAGERS SHALL GIVE CONSTRUCTION COORDINATOR'S AS MUCH GUIDANCE ON EACH SPECIFIC SITUATION AS POSSIBLE, HOWEVER, CONSTRUCTION COORDINATOR'S SHALL BE ENCOURAGED TO PARTNER WITH NETWORK CARRIER CONSTRUCTION MANAGER IN DECIDING PLACEMENT PERTAINING TO CHALLENGING STIES, A SITE VISIT MAY BE REQUIRED TO FULFILL REQUIREMENTS. CONSTRUCTION COORDINATOR SHALL IDENTIFY ALL SIGN LOCATIONS AT THE A&E WALK, PLEASE SEE SIGN DETAIL AND SIZE. 3. SIGN DISBURSEMENT FROM WAREHOUSE: SIGN INVENTORY SHALL BE ACCESSIBLE AT NETWORK CAMIER WAREHOUSE TO BE DISBURSED AS PART OF THE GENERAL CONTRACTOR BOM AS CALLED OUT IN A&E DRAWINGS FOR EACH SITE. -1 RF FCC NOTICE SIGN A SCALE: N.T.S. • 0 Beyond this point you are entering an area where RF Emissions may exceed the FCC General Population Exposure Umils Follow all posted signs and she guidelines for working in an RF environment NOTES: 1. NON-METALLIC (VINYL OR SIMILAR WEATHERPROOF MATERIAL) LABEL WITH AN ADHESIVE BACKING. 2. APPROXIMATELY 5" x 7". 3. ACTIVE ANTENNAS BEHIND A RADIO TRANSPARENT PANEL. A NON-METALLIC VERSION WITH AN ADHESIVE BACKING SHOULD BE AFFIXED TO THE FACE OF THE RADIO TRANSPARENT PANEL CONCEALING THE ANTENNAS. 4. ANTENNAS MOUNTED ON THE OUTSIDE FACE OF A BUILDING. A METALLIC OR NON-METALLIC VERSION SHOULD BE MOUNTED ON THE PARAPETS INSIDE WALL DIRECTLY ABOVE THE ANTENNA. 5. ROOFTOP ANTENNAS MOUNTED ON SUPPORT STRUCTURES, A METALLIC OR NON-METALLIC VERSION (DEPENDING UPON MOUNTING CONDITIONS) SHOULD BE MOUNTED ON THE SUPPORT STRUCTURE. OR VERY NEAR IT. IN SUCH A MANNER THAT THE SIGN IS CLEARLY ASSOCIATED WITH THE STRUCTURE. 6. ANTENNAS THAT ARE STAiVD�ALONE (E.G.. LAMP POSTS, STADIUMS) IN AREAS WHERE THERE IS LITTLE POTENTIAL FOR EXCEEDING THE GENERAL POPULATIONAUNCONTROLLEO MPE EXCEPT. PERHAPS, VERY CLOSE TO THE ANTENNA, IN THIS CASE, THE INFORMATION SIGN 2 WOULD BE MOUNTED CLOSE TO THE ANTENNA IN ORDER TO ALERT MAINTENANCE WORKERS. 7. SEE SIGN PLACEMENT TABLE FOR ADDITIONAL INFORMATION. A INFORMATION SIGNS i] SCALE: N.T.S. NOTES: 1. 8" x 12" ALUMINUM. 2. PLACE AT MAIN ENTRANCE (GATE, DOOR, HATCHWAY, ETC). 3. POSTED ADJACENT TO CAUTION (YELLOW) SIGN. 4. BUILDING OWNER MAY HAVE LIMITATIONS ON WHERE IT CAN BE POSTED. 5. SEE SIGN PLACEMENT TABLE FOR ADDITIONAL INFORMATION. 2 INFORMATION SIGNS SCALE: N.T.S. INFORMATION ACTIVE ANTENNAS ARE MOUNTED ❑ ON THE OUTSIDE FACE OF THIS BUILDING ❑ BEHIND THIS PANEL ❑ ON THIS STRUCTURE STAY BACK A MINIMUM 3 FEET FROM THESE ANTENNAS Contact AT&T at 800-638-2822 and follow their instructions prior to performing any maintenance or repairs closer than 3 feet from the antennas. This is AT&T Mobility silo ° INFORMATION 0 AT&T Mobility opereles tekcommuncn7om. erAanrus el this location. Remain at least 3 feet awry porn avy enfamp a nd obey all posted signs Contatthe owners) or any antenna(s) before working closer the 3 reel from the antennas) Contact AT&T Mobility at wiw to performing any maintenance or repaos near AT&T Mobility antennas Thant hF Cowntrm nranagemartolar da,,. marmaktdgale is found uriocked INFORMACION £n aam Woptedad ea ublcan V W W de tahconixwyes oprradn pu AT$T lit lly. ra rMvmf una remade de no "mm da 3 plea y pba lecor lades im nU A. Comuniquese con of Frnphtado o los pro0etados de las antes de babalar o cemnerde ni de 3 pies de In antena. Comuriquese con AT&T MobiY.y antes de real ar cualkiWer madenirriento o rew Kinnif tirradefadantenasde AT&T Mobiity. esh es to eslacion base nurnero Fares comu caaa Wa, la a6rpra de la ad'-d""Ce dal edifido si a= puerta o canpueda se ehouentre sin candado 0 Sign#1 aft 0 FOR OFFICIAL SDCI USE ONLY at M 16221 NE 72ND WAY, RTC 3 P.O. BOX 97061 REDMOND. WA 98052 -: 4asTec Network Solutions 0 CLSGroup 609 S. KELLY AVENUE, STE. D EDMOND, OK 73003 PH: (405) 348-5460 FAX:(405) 341-4625 REVISIONS REV, I DATE I DESCRIPI`10" I— A 03/26/18 PREUMINARY ISSUE SB 0 07/31/18 FOR CONSTRUCTION SB 1 03/26/19 FOR CONSTRUCTION SB I _ NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET WA6109 ENCHANTED PKWY 1741 S 356TH ST FEDERAL WAY, WA 98003 SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER A5. 1 D FROM NEW UNT TO AGB (TYP.) D FROM B (TYP.) D FROM NEW wr m AGB (TYP.) RIFY (2) #6 AWG THHN GROUND EACH OF THE REMOTE INDMDUAL COLLECTED AT ONE MAIN MGB AND nw TO (E) GROUND SYSTEM. :CTOR GROUND BAR (LOCATION TO RIFIED BY G.C) (TYP.) GENERAL GROUNDING NOTES I 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 2. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS EARS, FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT FROM TOWER OR POLE USING MFR'S PRACTICES. 3. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL BE COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. 4. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. GROUNDING AND OTHER OPERATIONAL TESTING WILL BE WITNESSED BY AT&T WIRELESS, LLC. REPRESENTATIVE. 5. REFER TO DMSION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. 6. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGI OF GROUNDING SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED AT&T MOBILITY REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO DOCUMENT ALL CADWELDS AND GROUND RING 7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. GROUNDING ROD NOTES 1 (WHERE APPLICABLE) ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING ONCE THE GROUND SYSTEM HAS BEEN INSTALLED: A RUALIFIED INDIVIDUAL, UTILIZING THE FALL OF POTENTIAL METHOD, SHOULD PERFORM THE TEST - THE REPORT WILL SHOW THE LOCATION OF THE TEST AND CONTAIN NO LESS THAN 9 TEST POINTS ALONG THE TESTING LINE, GRAPHED OUT TO SHOW THE PLATEAU. 2 POINT GROUND TEST OR 3 POINT 62% TESTS WILL NOT BE ACCEPTED AS ALTERNATIVES TO THE AFORE MENTIONED GROUND TESTS. TEST SHALL BE PERFORMED WHILE THE COUNTERPOISE IS ISOLATED FROM THE A/C SYSTEM GRIDS AND EXISTING COMMUNICATIONS FACILITY. SYMBOL DESCRIPTION SYMBOL DESCRIPTION ® COPPER GROUND ROD ® TEST WELL CONNECT PER MANUFACTURER SPECS r GROUND BAR CADWELD CONNECTION m MECHANICAL CONNECTION (DOUBLE ROLE LUG) FIELD VERIFY & TIE INTO EXISTING GROUNDING SYSTEM at &t 16221 NE 72ND WAY, RTC 3 P.O. BOX 97061 REDMOND, WA 98052 a sT e c Network Solutions �CLSGroup _3 S. KELLY AVENUE. STE. 0 EDMOND, OK 73003 PH: (405) 348-5460 FAX:(405) 341-4625 REV. DATE I DESCRIPTION — Iwk— A 03/26/15 PRELIMINARY ISSUE SB 0 1 07/31/19 FOR CONSDdUCNON SB 1 03/26/19 FOR CONSTRUCTION 1 SB NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET WA6109 ENCHANTED PKWY 1741 S 356TH ST FEDERAL WAY, WA 98003 SHEET TITLE GROUNDING PLAN Nk SHEET NUMBER 1 GROUNDING PLAN TRUE NORTH E l SCALE: N.T.S. FOR OFFICIAL SDCI USE ONLY 3/8' LAG SHIELD, LS-G035 NEWTON 5/8' LOCK WASHER, CAT#3015-8 COPPER GROUND BAR 1/4"x4"x24" NEWTON INSTRUMENT CO. CAT #B-6124. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION 0066 { 0®66 0 MOUNTINGIS RRU, NEWTON MENT CO 0 0 ®0 00 CAT#A-6056 0 6 6 6 INSULATORS TO BE USED ON GRD BAR 0 EQUIP. GPS & MGO NOTE: 1. FOR GROUND BOND TO STL ONLY; INSERT A TOOTH WASHER BETWEEN LUG & STEEL COAT ALL SURFACES W/ ANTI -OXIDANT COMPOUND 2. ALL HOSES ARE CS 1/16" 3. USE NO-OX-ID "A -SPECIAL" ANTI -OXIDANT GREASE ON ALL LUG CONNECTIONS. 4. LUGS MAY BE INSTALLED ON BOTH SIDES OF THE BUSS BAR AT THE SAME POSITION WHERE NECESSARY BUT MAY NOT BE INSTALLED STACKED ON THE SAME SIDE OF THE BUSS BAR IN THE SAME POSITION. 5. SEAL-TITE ALL NEW GROUND WIRES WITH AERIAL EXPOSURE WITHIN 1" OF LUG OR CADWELD CONNECTION. GROUND LEADS FROM EQUIP, PLATFORM, ETC, 3/8' GALV. LAG SCREWS GL-SO320 NEWTON 5/8' LOCK WASHERS, CAT#3015-8 5/8'x1" HHCS BOLTS, NEWTON CO CAT #3012-1 TINNED COPPER GROUND BAR ON WALL, ICE BRIDGE, TIN COATED - SOLID FLOOR OR COPPER BUSS BAR ANTENNA TOWER 2 HOLE, LONG BARREL TINNED SOLID COPPER LUG (TYP.) NOTE: MINIMUM OF 3 THREADS TO BE VISIBLE (TYP.) S/S FLAT WASHER (TYP.) IDY TYPE 4ECTI ON S/S NUT (TYP.) TWO HOLE LUG, TO BE USED WITH #2 BARE TINNED COPPER WIRE TO BUILDING SERVICE GROUND OR GROUND RING NOTES: #2 AWG x 8 TINNED WIRE LEAD 1. ANTENNA GROUNDING BARS NOT TO USE INSULATORS. 2 HOLE LUG. LEAD 2. GROUND BARS AT BOTTOM OF TOWERS SHALL ONLY USE SHOWN SHORT EXOTHERMIC WELDS. FOR CLARITY (ACTUAL 3. CONTRACTOR TO UTILIZE KOPP-SHIELD (THOMAS & BETTS) LENGTH: 8' (96') OR PENETROX (FCI BURNDY) ON ALL LUG CONNECTIONS. GROUND BAR DETAIL (TYP.) TOP/BOTTOM TOWER GROUND BAR DETAIL SCALE: N.T.S. 12 SCALE: N.T.S. ANTENNA MAST RRH (TYP. PER PLAN) �& DOWNTILT BRACKET TYPE HS TYPE SS TYPE NC (N) PANEL ANTENNA PER PLAN (N) 1/2" COAX JUMPER RRH (TYP. PER PLAN) 1 I TYPE GT TYPE GR TYPE VS -` #2 AWG MAST CONDUCTORGROUND Tic I I ! I� ■ 11 F . TYPE PT TYPE XA f WG RRH GROUND CONDUCTOR J TYPE GL LUG „•TO GROUND SURGE SUPPRESSION BOX- (E) COPPER GROUND BUS BAR TYPE HA 4 ANTENNA/RRH GROUNDING (TYP. SCALE: N.T.S. 5 CADWELD CONNECTIONS TYP.) SCALE: N.T.S. S/S SPLIT WASHER (TYP.) NOTES: FLAT WASHER (TYP.) BOLT (TYP.) CHERRY INSULATOR INSTALLED (IF REQUIRED) 1. ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING SPLIT WASHERS. 2. COAT WIRE END WITH ANTI -OXIDATION COMPOUND PRIOR TO INSERTION INTO LUG BARREL AND CRIMPING. 3. APPLY ANTI -OXIDATION COMPOUND BETWEEN ALL LUGS AND BUSS BARS PRIOR TO MATING AND BOLTING. 3 GENERAL LUG CONNECTION DETAIL SCALE: N.T.S. FOR OFFICIAL SDCI USE ONLY at&t 16221 NE 72ND WAY, RTC 3 P.O. BOX 97061 REDMOND. WA 98052 -AasTec Network Solutions CI SGroup 609 S. KELLY AVENUE, STE, D EDMOND, OK 73003 PH: (405) 348-5460 FAX:(405) 341-4625 REVIS1014S REV.I DATE I DESCRIPTION A 03/26/18 PRELIMINARY ISSUE SB 0 4 07/31/16 FOR CONSMUCTION SB 1 I 03/26/19 FOR CONSMUCRON SB NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET WA6109 ENCHANTED PKWY 1741 S 356TH ST FEDERAL WAY, WA 98003 [EGROUNLDINGTAILS SHEETNUMBER EZ PARTS DST 2 1 2 1 X4IDPMW HEAVY DUTY PIPE MOUNT WELOMENT I I 1D.O1 3 2 X-HOPMBP HEAVY DUTY PIPE MOUNT BACKING PLATE 121n 13.44 26-89 4 P X•VFAP13 VFA-HD PIVOT PLATE 241n 9.69 19.38 5 1 X-LPB LOWER PIVOT BRACKET e.B4 8.94 fi 1 X-UPB UPPER PIVOT BRACKET B.B4 8.84 7 n x_sPTR SLIDING PIPE TIEBACK PLATE 51721n 5-97 23.49 1S 4 MCP CLAMP HALF112"THI%EINIT518"LONG 1'L1DDIn aan +.a. 11 8 DCP 112'THICK.5-314" CNTER TO CENTER CLAMP HALF 81181n 2.42 9.36 12 2 P2126 2-318" X 126" M' BCH. 40) GALVANIZED PIPE 126 In 42.75 81.60 13 2 P30150 2-719"X150" 2-112"SCH.40) GALVANIZEDPIPE 1SIn 76A4 153.87 14 8 A%212 314" x 2-112" UNC HEX BOLT (A325) 21121n 0.41 2.87 15 6 Ga. 314" HDG LOCKWASHER 0..2 - R G94NITr 314" HOG HEAVY 2H HEX NUT 021 21 1.27 18 4 GSBR-12 518"x 12"THREADED ROL)(HUG.) 1.w - 19 B GSBR-8 51B'x 8"THREADED ROD (HDG.) 0.70 5-SB 20 4 X-U8590D 518'XS"X5-114"X2-112"U-BOLT(HDM) 1.15 4.60 21 S X•UO5238 518"X2518"X4-112"X2"U-BOLT(HDG.) COD 8.00 22 B A632114 518" x 2-114" HDG A325 HEX BOLT 21141n 0.31 250 23 B G5804 510" x 4" HDG HEX BOLT GRS 0.44 8.55 24 4 G52102 SIB" x 2" HOG HEX BOLT GR5 0.27 1.08 25 20 GSSFW 518" HDG USS FLATWASHER 11B In 0-07 1.41 26 66 G58LW 51B"HOGLOCKWASHER 0-03 1.72 27 70 G5BNUi Ef0-HDGHEAVY 2H HE%NLfT 0-19 9.09 �R 3� x-IIR-nn imxTXS-X 2'GALV O-6OLT 0.74 23.84 L1 ! ` 1f LJ 1 Li TOLERANCES ON DD4ERWOHS, UNLESS OTHERWISE NOTED ARE: SAW EO, 8HEAM ARD GA9 CUT EDGES �LROIpO'] DRILLED AND GAB GUY HDLES(04030'J CONING OF HOLES LASER CUT EDGES ANO HOLES f;f4[W 109- NO CONING OF HOLES BENDS ARE 1112 DEGREE ALL OTHER MACHINING (S 0.030 ALLOTHER ASSEMBLY (30.060 ) 1 VFA12-HD MOUNT DETAIL I SCALE: N.T.S. DMCRIPDON 112" HDG LOCKW 1 Fr8DO HEAVY 2H 12' 6" HEAVY DUTY V•FFIAME ASSEMBLY WITH TWO STIFF ARMS CEK 1/2512017 ML 1 6----YS4DE CNLCxfC A7 81 02 CUSTOMER BMC 8/412017 [wY�pHnO syprxtlwn ANwd. � Lln Mp�ba,CA 1-61A•753-]4l6 S1 sbI lemO, OR A YaIDIDOI*�1 . Oellac, Tx [i Ia6. VFA12-HD c VFA12-HD " J&,, at &t 21 NE 72ND WAY, RTC 3 P.O. BOX 97061 REDWOND, WA 9BO52 •:-I a sTe c Network Solutions 1% CLSGrou 9 S- KELLY AVENUE, STE D EDMOND, OK 73003 PH: (405) 348-5460 FAX:(405) 341-4625 REVISIOH5 REV,I DATE DESCRIPTION NMALS A 03/26/18 PRELMINARY ISSUE SB 0 07/31/18 FOR CONSTIIUCTION SB 1 03/26/19 FOR CONSTRUCTION SB 1 NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET WA6109 ENCHANTED PKWY 1741 S 356TH ST FEDERAL WAY, WA 98003 SHEET TITLE VFA12-HD MOUNT DETAIL SHEET NUMBER FOR OFFICIAL SDCI USE ONLY FRS L£ 1P TO 6-: NOTES; 1. USE HOLE "A' IN UPPER AND LOWER BRACKETS FOR STRAIGHT LEGS. 2. USE HOLE "A" IN UPPER BRACKET AND HOLE"C" IN LOWER BRACKET FOR T' IN 20'TAPER LEGS (3.309") S. USE HOLE"B"IN UPPER BRACKET AND HOLE"C" IN LOWER BRACKET FOR 6" IN 20' TAPER LEGS. (0.62r) n n n n IL I I I1 I I d10" VARIABLE 1 II II II II u u u u TOLERANCE NOTES oEscRlPrloN TOLERANCES ON DIMENSIONS, UNLESS OTHERWISE NOTED ARE: SAWED. SHEAREO ANO GASCVT Enrss /s Sl63d GRILLED AMOOAS _UT HOLES (P R1W0— • NO CONING OF HOLES LASER CUT EDGES AND KOLE9 (3 RG7 f0 -NO CON1 NO OF HOLES BENDS ARE t 112 DEGREE ALL OTHER MACHINING (: C.O807 CPa• ALL OTHER ASSEMBLY (S 0,0307 1 VFA12-HD MOUNT DETAIL SCALE: N.T.S. 12' 6" HEAVY DUTY V-FRAME ASSEMB LY WITH TWO STIFF ARMS CEK 112512017 81 1 02 1 CUSTOMER I BMC 81412017 ® L.�eueee: , Y—, NY E'glp rle6 A6eple, CA SupportTeem: PI AA .IN elemO IN CA P�Ymeu 1-66&75374A6 B, OR A vtlme111*1>�f Dalles, T% VFA12-HD wy r,p VFA12-HD FOR OFFICIAL SDCI USE ONLY at &t MW1.221 NE 72ND WAY, RTC 3 P.O. BOX 97061 REDMOND, WA 98052 -. asTec Network Solutions M CLSGroup 609 S. KELLY AVENUE, STE. D EDMOND, OK 73003 PH: (405) 348-5460 FAX:(405) 341-4625 REVISIONS REV. DATE I DESCRIPTION A 03/26/18 PRELIMINARY ISSUE ` SB 0 07/31/111 IFOR CONSTRUCRON SB 1 03/26/19 FOR CONSTRUCTION SB NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET WA6109 ENCHANTED PKWY 1741 S 356TH ST FEDERAL WAY, WA 98003 SHEET TITLE VFA12-HD MOUNT DETAIL SHEET NUMBER S 2 DETAIL G DETAIL F TOLERANCE NOTES cfK vmm LOC8Y ((����QQ New York,... NY TOLERANCES ON DIMENSIONS, UNLESS OTHERWISE NOTED ARE: 12'6"HEAVY DUTY V-FRAMEASSEMBLY y>s� }•JJ enpN p auanm, cn �� s.rns.�r..w: �o. Aneeiea, ca SAWED.SNEAREDANOGASCUTEDOESft0.070% • PWLLEDAND GAS CUT HOLES f30.090%NO CONING OF IWLBS WITH TWO STIFF ARMS t•tl06]5}�YB PI.. CI IN s .iee,,oS LASER CUT EDGESANO HOLES(t ROfO7- NO CONING OF HOLES Ar�lieenlW[tlrll�' Deem,U BENDS ARE t 112 DEGREE ALL OTHER MACHINING (t0%.090 ALL OTHER ASSEMBLY(t O.OW") C[GND. ORA111HpY [ND AIH110Yu Pnfrl Na CEK 112512017 y VFA12-HD p n .d.... 81 02 clac�eeY r.�.o. CUSTOMER BMC 814/2017 -HD VFA12 m I VFA12-HD MOUNT DETAIL VC -ALE: N.T.S. at &t 16221 NE 72ND WAY, RTC 3 P.O. BOX 97061 REDMOND, WA 98052 014asT�c Network Solutions MCLSGroup 609 S. KELLY AVENUE, STE. D EDMOND, OK 73003 PH: (405) 348-5460 FAX:(405) 341-4625 REVISIONS REY. DATE 1 DESCRFrIDN IN11ws A 03/26/18 PRELIMINARY ISSUE I SB 0 07/31/18 FOR CONSTRUCTION SB 1 l 03/26/19 II FOR CONSTRUCTION SB l—F NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET WA6109 ENCHANTED PKWY 1741 S 356TH ST FEDERAL WAY, WA 98003 SHEET TITLE VFA12-HD MOUNT DETAIL SHEET NUMBER FOR OFFICIAL SDCI USE ONLY