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18-105671 (2)c c L C > a n L< Q n c n n v v L LL L: c C z c U w f-- cn z 0 0 w 0 w cn cn _ z 0 w z Q z 0 U z 0 Q n- 0 w z w _ 0 w Fn J LI� U) w U I,I w J m 0 Q 0 I— w Q J w w U Q _ z Q r _z D n D J n C D j 1) D t J i Mobility VICINITY MAP DRIVING DIRECTIONS START FROM REGIONAL OFFICE: DEPART NE 72ND WAY TOWARD 164TH AVE NE TURN RIGHT ONTO 164TH AVE NE, AND THEN IMMEDIATELY TURN RIGHT ONTOBEAR CREEK PKWY TURN LEFT ONTO LEARY WAY NE ROAD NAME CHANGES TO NE LEARY WAY TAKE RAMP RIGHT FOR WA-520 WEST TOWARD SEATTLE5.0 M17—ELEVEN ON THE CORNER TAKE RAMP RIGHT FOR 1-405 SOUTH TOWARD RENTON1 ROAD NAME CHANGES TO WA-518 WEST TAKE RAMP RIGHT FOR 1-5 SOUTH TOWARDPORTLAND AT EXIT 142B, TAKE RAMP RIGHT AND FOLLOW SIGNS FOR WA-18 WEST TURN RIGHT ONTO WA-1 61 / 1 6TH AVE S ARRIVE AT 1622 SOUTH 344TH STREET, FEDERAL WAY, WA 98003 F' 475 FT 0.4 MI 0.1 MI 0.2 MI 5.0 MI 0.1 MI 12.5 MI 0.5 MI 0.3 MI SITE INFORMATION PROJECT DESCRIPTION: AT&T MOBILITY PROPOSES TO MODIFY AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY BY REPLACING (3) EXISTING PANEL ANTENNAS (1 PER SECTOR) WITH (3) NEW PANEL ANTENNAS (1 PER SECTOR), AT&T ALSO PROPOSES REPLACING (3) EXISTING RRH UNITS (1 PER SECTOR) WITH (3) NEW RRH UNITS (1 PER SECTOR), ADDING (3) RRH (1 PER SECTOR) AND INSTALLING NOKIA FSM4 (1) ASIA AT ANTENNA LEVEL. CODE INFORMATION: ZONING CLASSIFICATION: BUILDING CODE: CONSTRUCTION TYPE: OCCUPANCY: JURISDICTION: PROPOSED BUILDING USE: SITE LOCATION: LATITUDE: LONGITUDE: TOP OF STRUCTURE (AGQ: BASE OF STRUCTURE (AMSL) PARCEL NUMBER(S)• 212104-9089 F 10092541 P 3801AOEEWO PAS MRWOR031177 SITE TYPE: 100' SELF SUPPORT CE—COMMERCIAL ENTERPRISE 2015 IBC IIB B CITY OF FEDERAL WAY UNMANNED TELECOMMUNICATIONS FACILITY 47° 17' 40" N (47.29444) 122° 18' 45'' W (-122.3125) 110'-0" (TOP OF EXISTING ANTENNA) 330'-0" GENERAL INFORMATION: 1. PARKING REQUIREMENTS ARE UNCHANGED 2. TRAFFIC IS UNAFFECTED 3. SIGNAGE IS NOT PROPOSED LEGAL DESCRIPTION TRACTS 2 & 3 KING CO SHORT PLAT NO 876032 RECORDING NO 7609280733 (BEING A POR OF FOLG DESC POR SW QTR OF NW QTR STR 21 —21 —04: S HALF SW QTR SW QTR NW QTR SD SEC 21 LESS N 150 FT OF W 200 FT; & LESS W 30 FT & S 30 FT FOR 16TH AVE S & S 344TH ST) AKA PARCEL A AS DELINEATED PER CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO BLA 91 —0012 RECORDING NO 9212179007 FEDERAL WAY LTE 5C+6C 1622 SOUTH 344TH STREET FEDERAL WAY, WA 98003 KING COUNTY PROJECT CONTACTS APPLICANT: NEW CINGULAR WIRELESS PCS, LLC (AT&T) 16221 NE 72ND WAY, RTC 3 P.O. BOX 97061 REDMOND, WA 98052 PROJECT ENGINEER: GLOTEL, INC 3380 146TH P,L SE, SUITE 102 BELLEVUE, WA 98007 CONTACT: RYAN MCDANIEL, P.E. PROJECT MANAGER: MASTEC NETWORK SOLUTIONS CONTACT: ANGIE FAULDS A&E MANAGER: MASTEC NETWORK SOLUTIONS CONTACT: DANIEL KELLY STRUCTURAL ANALYSIS: MORRISON HERSHFIELD 1455 LINCOLN PARKWAY, SUITE 500 ATLANTA, GA 30346 PHONE: (770) 379-8500 PROPERTY OWNER: GREEN FINGERS LLC 21323 NE 92ND PL REDMOND, WA 98053 TOWER OWNER: NEW CINGULAR WIRELESS PCS, LLC (AT&T) 16221 NE 72ND WAY, RTC 3 P.O. BOX 97061 REDMOND, WA 98052 SITE ACQUISITION: MASTEC NETWORK SOLUTIONS CONTACT: TONY PULEO PHONE: (847) 463-5939 PERMITTING: MASTEC NETWORK SOLUTIONS CONTACT: DREW PARKER PHONE: (630) 634-4932 CONSTRUCTION MANAGER: MASTEC NETWORK SOLUTIONS CONTACT: MIKE SUTHERBY 100% 5C+6C CONSTRUCTION DRAWINGS DRAWING INDEX T-1 TITLE SHEET G-1 GENERAL NOTES A-1 SITE PLAN A-2 ENLARGED SITE PLAN A-3 EXISTING & PROPOSED EQUIPMENT LAYOUT A-4 EXISTING & PROPOSED SOUTH ELEVATION A-5 RF DETAILS RF-1 EXISTING ANTENNA CONFIGURATIONS E-1 SCHEMATIC GROUNDING PLAN E-2 GROUNDING DETAILS DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALES SHOWN ON PLANS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE ENGINEER AND CARRIER OF ANY ERRORS OR OMISSIONS. �z Y 's. �E�XY • • Glotel >Integrity Delivered TM RFDS: V 3.0. DATED: 11/14/2018 SSO4 FEDERAL WAY 1622 SOUTH 344TH STREET FEDERAL WAY, WA 98003 KING COUNTY 11-28-2018 McDj �P cjF WASly� / � �P� c) • o y Z 0 3 0 0 FOISTE � G� 'SlONAL EN EXPIRES 01-09-2019 REVISIONS REV. DATE DESCRIPTION gY A 08/02/18 ISSUED FOR 90% CD REVIEW ZMC B 08/14/18 ISSUED FOR 100% CD REVIEW WY 0 11/28/18 ISSUED FOR 100% CONSTRUCTION NJL TITLE TITLE SHEET T-1 GLOTEL PROJECT #: J5568 RECEIVED NOV 3 0 2018 COMMUNITY DEV OPMEN7 I L F c L F c c c c L c b L c H v LL F_ a E ct s a z L a z ch LL _ c LL ch U c L v^ c c w z Q LLI m a z m m Q LI E m 0 m n U) z Ld 0 0 0 z 0 0 z 0 0 LL 0 I- Ld V_ z 0 Li.l z z 0 0 z 0 Q 0 LL_ z W LIMITS OF LIABILITY: WORK REQUIREMENTS: GLOTEL HAS MADE EVERY EFFORT TO CREATE COMPLETE AND ACCURATE CONTRACT DOCUMENTS WITH THE BEST 1. ALL WORK MUST BE PERFORMED DURING THE OWNERS PREFERRED INFORMATION AVAILABLE AT THE HOURS. TIME OF THEIR COMPLETION. CONTRACTORS ARE CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE CONTRACT DOCUMENTS MAY OCCUR AND SHALL NOT EXCUSE 2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL THE CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND THE DOCUMENTS. REFERENCE ADMINISTRATIVE REQUIREMENTS. PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. CONTRACT DOCUMENTS: 3. ALL WORK PERFORMED ON THE PROJECT SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES AND STANDARDS. SEE STRUCTURAL NOTES. 1. THE CONTRACT DOCUMENTS INCLUDE THE AGENCY APPROVED PROJECT 4. IF INSPECTION OF WORK IS REQUIRED, THE CONTRACTOR SHALL NOTIFY SPECIFICATIONS, PLANS, AND THEIR LATEST REVISIONS, ADDENDA, AND THE INSPECTION ENTITY 24 HOURS IN ADVANCE OF THE WORK TO BE CLARIFICATIONS. THE CONTRACT DOCUMENTS MAY ALSO INCLUDE PERFORMED. NETWORK CARRIER STANDARDS FOR INSTALLATION OF TELECOMMUNICATIONS EQUIPMENT. 5. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH UTILITY 2. THE CONTRACTOR SHALL KEEP A MINIMUM OF ONE SET OF CONTRACT AGENCIES PRIOR TO WORK WITH UTILITIES. REFERENCE UTILITIES SECTION. DOCUMENTS ON FILE IN THE PROJECT OFFICE AT THE JOB SITE. 6. THE CONTRACTOR SHALL COORDINATE ON -SITE STORAGE WITH OWNER iN COPIES OF THE PROJECT DOCUMENTS USED BY SITE STAFF SHALL BE ADVANCE OF WORK. PERMITS MAY BE REQUIRED FOR STORAGE ON PUBLIC UP TO DATE WITH THE PROJECT OFFICE COPY. RIGHT OF WAY. 3. THE CONTRACTOR SHALL NOTIFY THE PROJECT TEAM OF ANY ERRORS, 7. ALL NEW CONSTRUCTION SHALL MATCH EXISTING CONSTRUCTION IN FORM, OMISSIONS, AND INCONSISTENCIES FOUND IN THE CONTRACT TEXTURE, FINISH, AND IN MATERIALS EXCEPT AS NOTED IN THE DOCUMENTS. THE NOTIFICATION SHALL BE GIVEN BOTH VERBALLY AND CONSTRUCTION DOCUMENTS. J IN WRITING WITHIN 24 HOURS OF DISCOVERY. 8. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PROTECT EXISTING 5 4. IF AN ERROR OR OMISSION IN THE PROJECT DOCUMENTS REQUIRES WORK FROM DAMAGE DURING THE COURSE OF WORK FOR THIS PROJECT. RECTIFICATION, THE CONTRACTOR SHALL SUBMIT A PROPOSAL TO THE _ PROJECT TEAM TO RECTIFY THE ISSUE. THE PROPOSAL MUST BE 9. THE CONTRACTOR SHALL PROVIDE WORK WHICH IS LEVEL, PLUMB, AND - APPROVED PRIOR TO WORK. WITHIN TOLERANCES SPECIFIED BY CODES AND STANDARDS INCLUDED IN THE STRUCTURAL NOTES. 5. THE CONTRACT DRAWINGS ARE PREPARED TO SCALE WITH THE BEST _ KNOWLEDGE OF THE SITE GIVEN TO GLOTEL. WHERE DIMENSIONS ARE 10. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS NOT SHOWN IN THE DRAWINGS, THE CONTRACTOR SHOULD CLARIFY ACCORDING TO MANUFACTURER'S SPECIFICATIONS UNLESS NOTED WITH THE PROJECT TEAM WHEN THE INFORMATION IS CRITICAL TO OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. - PROPER INSTALLATION. 11. ANY SUBSTITUTIONS OF MATERIALS MUST BE APPROVED BY THE PROJECT 6. THE CONTRACTOR SHALL DOCUMENT ALL CHANGES AND SUBSTITUTIONS TEAM IN WRITING. ON THE PROJECT OFFICE COPY OF THE CONTRACT DOCUMENTS. 12. THE CONTRACTOR SHALL SUPPLY ALL MATERIALS INCIDENTAL TO THE 7. WHEN FABRICATION OF STRUCTURAL ITEMS ARE REQUIRED, IT MAY BE WORK DESCRIBED BY THE CONTRACT DOCUMENTS. NECESSARY TO SUBMIT SHOP DRAWINGS FOR REVIEW BY GLOTEL. SEE STRUCTURAL NOTES. 13. THE CONTRACTOR MUST RESTORE ALL PORTIONS OF THE PROJECT SITE 8. DEFERRED SUBMITTALS ARE REQUIRED FOR MATERIALS TO BE TO IT'S PRE -WORK CONDITION. WHERE THE WORK PERFORMED DOES NOT ALLOW FOR PRE -WORK RESTORATION, WORK AREAS MUST BE REPAIRED PROVIDED BY THE CONTRACTOR. WHERE MATERIALS IN THE PLANS OR REPLACED TO MATCH EXISTING FINISH AND SITE GRADING. ARE DESIGNATED AS PROVIDED BY CONTRACTOR, THE CONTRACTOR SHALL SUBMIT THE PREFERRED MATERIAL TO THE PROJECT TEAM FOR 14. THE CONTRACTOR IS RESPONSIBLE FOR ALL DISPOSAL OF DEBRIS AND ' REVIEW AND APPROVAL PRIOR TO WORK. ITEMS WHICH ARE SPECIFIED TO BE REMOVED IN THE COURSE OF WORK. I ADMINISTRATIVE REQUIREMENTS: I CAST -IN PLACE CONCRETE: 1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS 1. ALL CONCRETE DESIGN DESCRIBED BY THIS SET OF DRAWINGS IS REQUIRED (INCLUDING FEES) TO COMPLETE THE WORK DESCRIBED BY BASED ON ACI 318 THE CONSTRUCTION DOCUMENTS. 2. PRIOR TO BIDDING, THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF 2. ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4,000 PSI. UNLESS SPECIFIED OTHERWISE. THE PROJECT SITE AND CONTRACT DOCUMENTS TO UNDERSTAND THE DESIGN AND CONDITIONS AFFECTING THE WORK TO BE PERFORMED. 3. EACH CONCRETE MIX DESIGN SHALL HAVE A CYLINDER TEST HISTORY ANY ERRORS, OMISSIONS, AND DISCREPANCIES MUST BE SUBMITTED OF 60 DAYS MINIMUM, TESTED IN ACCORDANCE WITH ASTM C39, TO THE PROJECT TEAM VERBALLY AND IN WRITING. TESTED BY AN ACI CERTIFIED STRENGTH TESTING TECHNICIAN, AND 3. THE CONTRACTOR SHALL PROVIDE A WARRANTY FOR WORK FOR A THE STRENGTH STATISTICALLY DETERMINED IN ACCORDANCE WITH ACI 318. EACH MIX DESIGN USED ON SITE SHALL BE SUBMITTED TO, PERIOD OF ONE YEAR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND RECEIVED BY THE PROJECT TEAM BEFORE THE CONCRETE IS AND SHALL REMEDY ALL FAULTY, INFERIOR, AND/OR IMPROPER PLACED ON SITE. MATERIALS, DAMAGED GOODS, AND/OR FAULTY WORKMANSHIP. ALL ROOFING AND WATERPROOFING MUST BE WARRANTED FOR A PERIOD 4. RAW MATERIALS, MANUFACTURE, AND DELIVERY TO THE FORMWORK OF TWO YEARS. THE PERIOD BEGINS AT SUBSTANTIAL COMPLETION OF SHALL BE IN ACCORDANCE WITH ASTM C94 AND ACI 318. THE PROJECT. 5. EMBEDDED ITEMS ARE TO BE SECURELY FASTENED SO THAT THEY DO 4. THE CONTRACTOR SHALL PROVIDE A COPY OF LICENSE AND NOT MOVE DURING PLACEMENT OF THE CONCRETE. REFERENCE THE INSURANCE TO THE TELECOMMUNICATIONS CARRIER. REINFORCING STEEL SECTION. 6. TWO CYLINDERS SHALL BE TAKEN FOR EACH LOAD DELIVERED TO THE SITE SAFETY: FORMWORK. SAMPLES ARE TO BE TAKEN FROM THE CONCRETE AS IT IS PLACED IN THE FORMWORK IN ACCORDANCE WITH ASTM C172. 1. THE CONTRACTOR SHALL PROVIDE OSHA COMPLIANT PROTECTION FOR CYLINDERS ARE TESTED PER ASTM C39 AND TESTED BY AN ACI THE SAFETY OF THE SITE STAFF AT ALL TIMES DURING THE CERTIFIED CSTT. CONCRETE SAMPLES ARE TO BE TESTED FOR AIR CONSTRUCTION OF THE PROJECT. - CONTENT AND WATER CEMENT RATIO. ALL TEST RESULTS ARE SUBMITTED TO THE PROJECT TEAM WITHIN ONE MONTH OF PLACING 2. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD THE CONCRETE ON SITE. FREE DURING CONSTRUCTION. SITE SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM DIRT AND DEBRIS. SURFACES SHALL BE 7. WHEN AMBIENT TEMPERATURES FALL BELOW 55 DEGREES FAHRENHEIT, CLEANED OF GREASE, PAINT, OR OTHER MATERIALS NOT SPECIFIED IN THE CONTRACTOR SHALL FOLLOW GUIDELINES DESCRIBED IN ACI 306. THE CONSTRUCTION DOCUMENTS, WHEN AMBIENT TEMPERATURES RISE ABOVE 90 DEGREES FAHRENHEIT, THE CONTRACTOR SHALL FOLLOW GUIDELINES DESCRIBED IN ACI 305. 3. THE CONTRACTOR IS TO PROVIDE PROTECTION FOR ADJOINING THE CONCRETE SHALL BE PROTECTED FROM FREEZING OR FROM PROPERTIES FROM PHYSICAL HARM, NOISE, DUST, DIRT, AND FIRE AS EXCESSIVE HEAT WITH TENTS OR BLANKETS TO PROVIDE FOR HEAT OR REQUIRED BY THE GOVERNING AGENCIES. THE CONTRACTOR IS MOISTURE LOSS. RESPONSIBLE FOR REPAIR OF ANY DAMAGE. 8. ALL CONCRETE SHALL BE PLACED AS CLOSE TO PRACTICAL TO THE 4. THE CONTRACTOR IS RESPONSIBLE FOR THE SECURITY OF THE FINAL DESTINATION IN THE FORM. CONCRETE SHALL NOT BE PLACE PROJECT SITE AREA. FROM A HEIGHT GREATER THAN 6 FEET FROM THE POINT OF DISCHARGE. 5. WHERE WORK REQUIRES OPEN HAZARDS TO SITE STAFF, THE HAZARD SHALL BE TEMPORARILY MITIGATED TO OSHA STANDARD UNTIL THE 9. VIBRATION SHALL BE USED TO CONSOLIDATE CONVENTIONAL CONCRETE. HAZARD IS CLOSED. EXTERNAL STINGER VIBRATORS SHALL BE INSERTED VERTICALLY INTO FORMS EVERY 36 INCHES MAXIMUM AND FOR EACH LIFT. STINGER 6. SEE STRUCTURAL NOTES. VIBRATORS SHALL BE INSERTED TO A VERTICAL DEPTH OF 12 INCHES INTO PREVIOUS LIFTS TO ENSURE CONSOLIDATION. FOLLOW GUIDELINES USED IN ACI 309R. UTILITY REQUIREMENTS: 10. REPAIRS FOR MINOR DEFECTS MAY BE ADMINISTERED BY AN 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH UTILITY EXPERIENCED CRAFTSMAN WITHOUT AN APPROVED PROCEDURE. A AGENCIES PRIOR TO WORK WITH UTILITIES. MINOR DEFECT INCLUDES BUG HOLES, HONEYCOMBING, CHIPS, AND SPACES THAT DO NOT EXCEED 1/ INCH OF DEPTH INTO THE FACE OF 2. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO WORK. THE CONCRETE. MAJOR REPAIRS EXTENDING BEYOND % INCH OF DEPTH AND UP TO THE REINFORCING MAY BE REPAIRED WITH AN 3. CONTRACTOR TO PROTECT, REPLACE AND/OR REROUTE ANY EXISTING APPROVED REPAIR PROCEDURE. REPAIR PROCEDURES MAY BE UTILITIES ENCOUNTERED DURING THE COURSE OF WORK. SUBMITTED TO THE PROJECT TEAM FOR APPROVAL IN ADVANCE OF FIELD WORK. DAMAGE EXTENDING BEYOND STEEL REINFORCING REQUIRES A RETROFIT DESIGN OR IS REJECTED. SPECIAL CONSIDERATIONS FOR WEATHERPROOFING: 11. SEE ARCHITECTURAL NOTES FOR CONCRETE FINISH REQUIREMENTS 1. ALL PENETRATIONS TO EXISTING STRUCTURES MUST BE SEALED WITH APPROVED WEATHERPROOFING. IF WEATHERPROOFING IS OMITTED, CONTACT THE PROJECT TEAM FOR CLARIFICATION OR PROVIDE A EXISTING STRUCTURES: WEATHERPROOFING PROPOSAL FOR APPROVAL. 2. CONTRACTOR SHALL COORDINATE WITH OWNER AND THE EXISTING 1. THE EXISTING FRAMING IS REPRODUCED FROM THE LATEST INFORMATION PROVIDED. SOME FRAMING AND MATERIALS ROOFING CONTRACTOR OF RECORD FOR ANY AUGMENTATION TO THE ENCOUNTERED AT THE TIME OF CONSTRUCTION MAY VARY FROM THAT ROOF MEMBRANE, AND HAVING THE WORK GUARANTEED UNDER THE SHOWN IN THE PLANS. IF THE PLAN CONDITION VARIES FROM THE ROOFING CONTRACTOR'S EXISTING WARRANTY. AS -BUILT CONDITION, THE CONTRACTOR SHOULD CONSULT THE PROJECT TEAM FOR A REVISED DETAIL OR DIRECTION TO PROCEED. ABBREVIATIONS: A/C AIR CONDITIONING AGL ABOVE GROUND LEVEL AMSL ABOVE MEAN SEA LEVEL APPROX APPROXIMATELY AWG AMERICAN WIRE GAGE BCW BARE COPPER WIRE BLDG BUILDING BILK BLOCKING CLR CLEAR COAX COAXIAL CABLE CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS DIA DIAMETER DWG DRAWING EA EACH ELEV ELEVATION ELEC ELECTRICAL EQ EQUAL EQUIP EQUIPMENT EXT EXTERIOR FIN FINISH FLUOR FLUORESCENT FLR FLOOR FT FOOT FRP FIBER -REINFORCED POLYMER GA GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GPS GLOBAL POSITIONING SYSTEM GRND GROUND HORZ HORIZONTAL HR HOUR HT HEIGHT HVAC HEATING VENTILATION AIR CONDITIONING ID INSIDE DIAMETER IN INCH INFO INFORMATION INSUL INSULATION INT INTERIOR IBC INTERNATIONAL BUILDING CODE LBS POUNDS LMU LOCATION MEASUREMENT UNIT LTE LONG TERM EVOLUTION CONCRETE SLABS ON GRADE: MAX MAXIMUM MECH MECHANICAL MTL METAL MFR MANUFACTURE MGR MANAGER MIN MINIMUM MISC MISCELLANEOUS NA NOT APPLICABLE NIC NOT IN CONTRACT NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER PLYWD PLYWOOD PROJ PROJECT PROP PROPERTY PT PRESSURE TREATED REQ REQUIRED RF RADIO FREQUENCY RM ROOM RO ROUGH OPENING RRH REMOTE RADIO HEAD RRU REMOTE RADIO UNIT SHT SHEET SIM SIMILAR SPEC SPECIFICATION SF SQUARE FOOT SS STAINLESS STEEL STL STEEL STRUCT STRUCTURAL STD STANDARD SUSP SUSPENDED THRU THROUGH TMA TOWER MOUNTED AMPLIFIER TNNG TINNED TYP TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL VIF VERIFY IN FIELD W/ WITH W/0 WITHOUT WP WATER PROOF I. JLAb-UN-UHAUL CONSTRUCTION SHALL BE SUPPORTED ON A 6 INCH LAYER OF CLEAN 3/4 INCH MINUS SUBGRADE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557). SUBGRADE SHALL BE SUPPORTED ON UNDISTURBED NATIVE SOIL OR PROPERLY PLACED AND COMPACTED STRUCTURAL FILL. 2. INTERIOR SLABS -ON -GRADE SHALL BE CAST OVER A 4 MIL VAPOR BARRIER. 3. PROVIDE CONTROL JOINTS IN ALL SLABS ON GRADE. JOINTS ARE TO BE INSTALLED AT 14 TO 16 FEET ON CENTER EACH WAY MAXIMUM UNLESS SHOWN OTHERWISE ON THE DRAWINGS. ALL SAW CUT JOINTS IN CONCRETE SLABS ARE TO BE MADE WITH AN EARLY CUT SAW AS SOON AS POSSIBLE AFTER POURING BUT NO LATER THAN ONE HOUR AFTER FINISHING. 4. PROVIDE ISOLATION JOINTS AROUND ALL COLUMNS/SPREAD FOOTINGS. JOINTS SHALL BE FORMED BY INSERTING PREFORMED JOINT FILLER FOR THE FULL DEPTH OF THE SLAB. 5. PROTECT CONCRETE FROM DAMAGE OR REDUCED STRENGTH DUE TO COLD OR HOT WEATHER IN ACCORDANCE WITH ACI 305 AND 306. CONTRACTOR SHALL TAKE SPECIAL CURING PRECAUTIONS TO MINIMIZE SHRINKAGE CRACKING OF CONCRETE SLABS. 6. THE CONTRACTOR SHALL TAKE CARE THAT HEAVY EQUIPMENT AND AREAS USED FOR STAGING DO NOT AND DAMAGE SLABS ON GRADE. DAMAGED SLABS ON SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL EXPENSE TO THE OWNER. 7. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2,500 PSI. UNLESS SPECIFIED OTHERWISE. CONCRETE OR MASONRY ANCHORAGE: 1. EXPANSION BOLTS INTO CONCRETE SHALL BE "KWIK BOLT TZ° AS MANUFACTURED BY THE HILTI CORP., INSTALLED IN STRICT ACCORDANCE WITH ICC-ES REPORT ESR-1917. SPECIAL INSPECTION IS REQUIRED. EXPANSION ANCHORS EXPOSED TO WEATHER SHALL BE STAINLESS STEEL. REINFORCING STEEL: 1. ALL DETAILING, FABRICATION, AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE ACI MANUAL OF CONCRETE PRACTICE. 2. REINFORCING BARS SHALL BE DEFORMED AND CONFORM TO ASTM A615 OR A706, GRADE 60. REINFORCING TIE WIRE MAY BE GRADE 40. 3. REINFORCING STEEL SPLICES SHALL BE 40 BAR DIAMETERS OR TWO TRANSVERSE WIRE SPACINGS FOR WIRE MATS. 4. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI 318. 5. NO.5 OR LARGER REINFORCING BARS SHALL NOT BE RE -BENT WITHOUT APPROVAL BY THE STRUCTURAL ENGINEER. 6. WELDING OF REBAR IS NOT ALLOWED WITHIN THE MIDDLE THIRD OF THE BAR LENGTH. WELDING OF REBAR IS CONDUCTED IN ACCORDANCE WITH AWS D1.4. USE ONLY ASTM A706 REINFORCING. 7. WIRE REINFORCING CONFORMS TO ASTM A82 OR A185. 8. CONCRETE COVER FOR REINFORCING STEEL CONFORMS TO ACI 318. LEGEND: - - SUBJECT BOUNDARY LINE - - - -- - - RIGHT-OF-WAY CENTERLINE RIGHT-OF-WAY LINE - - ADJACENT BOUNDARY LINE SECTIONAL BREAKDOWN LINE -COAX-COAX-COAX-COAX CABLE LINE FIBER FIBER FIBER OPTIC CABLE LINE - - '- - OVERHEAD POWER LINE UGP - - UGP BURIED POWER LINE - GAS GAS GAS BURIED GAS LINE OHT----- OHT OVERHEAD TELEPHONE LINE UCT UGT UGT BURIED TELEPHONE LINE - v' ---- w -- W W BURIED WATER LINE SS -- SS SS BURIED SANITARY SEWER SD - SD - - SD BURIED STORM DRAIN - --- - DITCH LINE/FLOW LINE VEGETATION LINE - X- X-X -X -X - CHAIN LINK FENCE WOOD FENCE -x-x-x-x-x-x-x-x- BARBED WIRE/WIRE FENCE TRANSFORMER \- FIRE HYDRANT LIGHT STANDARD M GATE VALVE © POWER VAULT ® WATER METER ® UTILITY BOX FIRE STAND PIPE 0 UTILITY POLE ❑ CATCH BASIN, TYPE I E- POLE GUY WIRE @ CATCH BASIN, TYPE II M GAS VALVE n SIGN K GAS METER 0 BOLLARD FT] TELEPHONE VAULT E MAIL BOX o TELEPHONE -RISER 234.21 SPOT ELEVATION \ GRID REFERENCE DETAIL REFERENCE X ELEVATION REFERENCE X SECTION REFERENCE 0 REVISION o \ o SA \ N0 L \III rth DIG ALERT Know what's below. CALL before you dig. V_ CALL AT LEAST TWO WORKING DAYS BEFORE YOU DIG m BY Ax§ff'l OF tagg"- � s >Integrity Delivered T11 SolutionsNetwork RFDS: V 3.0. DATED: 11/14/2018 a a � 010 1 commAw 411 L , =1 1622 SOUTH 344TH STREET FEDERAL WAY, WA 98003 KING COUNTY 11-28-2018 \ McDA 41 �P\V OF W ASy1ti / 3 � y Z 0 3 FOISTS S/ONAL. `N EXPIRES 01-09-2019 REVISIONS REV. DATE DESCRIPTION BY A 08/02/18 ISSUED FOR 90% CD REVIEW zmC B 08/14/18 ISSUED FOR 100% CD REVIEW VVY 0 11/28/18 ISSUED FOR 100% CONSTRUCTION NJL TITLE GENERAL NOTES SHEET.__ G-1 GLOTEL PROJECT #: J5568 RECEIVED Nov 3 0 2018 CITY OF FEDERAL W'. fY WMMUN" D�VELOPI,,4ENT NOTES: 1. VERIFICATION THAT THE ANTENNA MOUNTS & POLE 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 ARE TAKEN FROM AN EXISTING PARCEL VIEWER AND ARE APPROXIMATE LEGAL DESCRIPTION: TRACTS 2 & 3 KING CO SHORT PLAT NO 876032 RECORDING NO 7609280733 (BEING A POR OF FOLG DESC POR SW QTR OF NW QTR STR 21 -21 -04: S HALF SW QTR SW QTR NW QTR SD SEC 21 LESS N 150 FT OF W 200 FT; & LESS W 30 FT & S 30 FT FOR 16TH AVE S & S 344TH ST) AKA PARCEL A AS DELINEATED PER CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO BLA 91-0012 RECORDING NO 9212179007 o PARCEL NUMBER(S).- I_ 212104-9089 m - O m m J U_ C✓ cn cn w U_ Ir w m —1 m O f— Q O w J w U_ I— Q z Q w O w m D cn O J U cn 0 m O w z Q W o' Q z m m Q w m O of m cn cn Z w U O 0 z O U o' cn z O U w O w cn U) z 0 w z Q z O U z O Q w O w z w 24"x36" SCALE: 1 " = 40'-0" 1 1 "x 17" SCALE: 1 " = 80'-0" Ld Q t— QD EXISTING EXISTING -EXISTING PARKING �-- --__ ZEXISTING ZEXISTING EXISTING I BUILDINJG� I BUILDING ' / -__ _ - AREA BUILDING BUILDINGS BUILDINGS I ;7-- � PROPERTY LINE -- PROPERTY LINE — — I PROPERTY LINE PROPERTY LINE w w z z APN: 4129600080 w f- w ZONING: EXISTING a- ja_ GE BUILDING 0 w w PROPERTY LINE I - w w z z _, APN: -EXISTING _ 4129600075 � EXISTING F- BUILDING BUILDING _ ZONING: BUILDING— CE0 w / EXISTING m o _z APN: PARKING -' AREA 2121049017 PROPERTY LINE Li rZ ZONING: -- U CE tz w I — --j APN: _, � � 4129600070 EXISTING EXISTING BUILDING EXISTING w m I BUILDING -- - ZONING: BUILDING w O GE 0 ----I w O PROPERTY LINE APN: 2121049055 ZONING: CE PROPERTY LINE APN: -EXISTING 2121049073 BUILDINGS ZONING: CE 17 I i� c N w z J_—._.-...._ { U -- Q � EXISTING _ m ii-- PARKING `n w 0 -- AREA Q a_ - - z N W 238'-10" ANTENNA SETBACK ZEXISTING BUILDING? FAPN: 2121049089 EXISTING ZONING: PARKING 344TH STREET PROPERTY LINE PROPERTY LINE EXISTING 2500 00040 BUILDING EXISTING IW BUILDING ZONING: I z EXISTING CE - PARKING > APN: AREA 2500900030LLJw w — m 0 ;7 ZONING: I � 0 m CE U PROPERTY LINE w z (I w z - - - APN: 4129600055 - -- EXISTING -_ LU 0- ZONING: BUILDING w -- -- - m CE 0 EXISTING BUILDING I PROPERTY LINE I w _z APN: -' APN: X/10" 2121049018 4129600050 —EXISTING _ w ZONING: ii ZONING: BUILDING CE 0 CE PROPERTY LINE IJ APN: 4129600045 EXISTING EXISTING BUILDING Pbi ARKING cL ZONING: AREA � CE \ �7 0- PROPERTY LINE PROPERTY LINE -EXISTING BUILDING PROPERTY LINE APN: 2121049010 ZONING: 11 CE 11 EXISTING BUILDING BUILDINJ 7 w z J w 0 a_ I 00 N TRUE NORTH SITE PLAN 1 PM at&t Mobility f n �. a �,. �; T jaw& 'Oak, s Network Solutions RFDS: V 3.0. DATED: 11/14/2018 SSO4 FEDERAL WAY 1622 SOUTH 344TH STREET FEDERAL WAY, WA 98003 KING COUNTY 11-28-2018 EXPIRES 01-09-2019 REVISIONS REV. DATE DESCRIPTION BY A 08/02/18 ISSUED FOR 90% CD REVIEW ZMC B 08/14/18 ISSUED FOR 100% CD REVIEW VVY 0 11/28/18 ISSUED FOR 100% CONSTRUCTION NJL TITLE SITE PLAN SHEET A-1 GLOTEL PROJECT #: J5568 RECEIVED NOV 3 0 2018 CITY OF FEDERAL WAY COMMUNITY DEVELOPM4NT w m O n, w J F- U D, U) cn w U_ m w J m O Q O w Q J w w 0' I- Q z m m Q w Fy CI- 0 m m (n U) t- z w U O z O 1= U D m z O U 11 O w z z 0 w z Q z O U z O Q m O w z w mom Mobility r#. NetworksTec RFDS: V 3.0. DATED: 11/14/2018 SSO4 FEDERAL WAY 1622 SOUTH 344TH STREET FEDERAL WAY, WA 98003 KING COUNTY 11-28-2018 EXPIRES 01-09-2019 REVISIONS REV. DATE DESCRIPTION BY A 08/02/18 ISSUED FOR 90% CD REVIEW ZMC B 08/14/18 ISSUED FOR 100% CD REVIEW VVY 0 11/28/18 ISSUED FOR 100% CONSTRUCTION NJL TITLE ENLARGED SITE PLAN SHEET A�2 =GLOTEL PROJECT #: J5568 NOV 3 U 2018 CITY OF FEDERAL WAY COMMUNITY DEVELO N IENT at&t Mobility a F, ,Te c Network Solutions RFDS: V 3.0. DATED: 11/14/2018 SSO4 FEDERAL WAY 1622 SOUTH 344TH STREET FEDERAL WAY, WA 98003 KING COUNTY 11-28-2018 EXPIRES 01-09-2019 REVISIONS REV. DATE DESCRIPTION BY A 08/02/18 ISSUED FOR 90% CID REVIEW zmc B 08/14/18 ISSUED FOR 100% CID REVIEW VVY 0 11/28/18 ISSUED FOR 100% CONSTRUCTION NJL TITLE EXISTING & PROPOSED c: EQUIPMENT LAYOUT D SHEET MR CGLOTEL PROJECT #: J5568 0 w m O J U n, V) w U ry w U) J m O I- Q O U) w Q J w U Q z Q F- ry w O w w D m O J U U) ry O W V) 77 z Q w ry D f— Q z m w Q w ry O w w cn U) z w U O z O f- U ry U) z O U w O w z 0 w z Q z O U z O a m O w z w e l _ y=� at&t Mobility •:mIas.Te c Network olu RFDS: V 3.0. DATED: 11/14/2018 SSO4 FEDERAL WAY 1622 SOUTH 344TH STREET FEDERAL WAY, WA 98003 KING COUNTY IIJIM 111MR111E:3 EXPIRES 01-09-2019 REVISIONS REV. DATE DESCRIPTION BY A 08/02/18 ISSUED FOR 90% CD REVIEW ZMC B 08/14/18 ISSUED FOR 100% CD REVIEW VVY 0 11/28/18 ISSUED FOR 100% CONSTRUCTION NJL TITLE c: EXISTING & PROPOSED SOUTH ELEVATION SHEET A� CGLOTEL PROJECT #: J5568 /ED NOV 3 0 2 .0 CITY OF FE05 AL WAY MMMUNITY 05VIE ,OPIVIENT NOT USED NOT USED NOT USED 24"X36" SCALE: N.T.S.� 9 24"X36" SCALE: N.T.S. 8 24"X36" SCALE: N.T.S.k" 11 "X 17" �CAI F- N T 11"X17" '.:;(AIF- N.T 11"X17" �CAIF- NTS e) SIGNS AND PLACEMENT: 1, LOW LEVEL BLUE NOTICE SIGNS PLACE AT SITE ENTRY 15.4" ACCESS POINTS ONLY. ROOFTOPS: PLACE SIGNS ON THE INSIDE OF ROOF HATCH; PLACE ON ACCESS DOOR UNLESS DOOR IS USED BY GENERAL PUBLIC OR BUILDING TENANTS ON A REGULAR MANUFACTURER: NOKIA BASIS FOR ACCESS — IN THESE CASES CONSULT MODEL: AIRSCALE DUAL RRH 4T4R CONSTRUCTION MANAGER. B25/66 320W AHFIB — WATER TANKS: PLACE SIGNS ON COMPOUND GATE. 8" MOUNTED WEIGHT: 88.2 LBS — NETWORK CARRIER OWNED SITES: PLACE ONE SIGN ON DIMENSIONS: 28.7" X 15.4" X 9.4" COMPOUND GATE; ALL SIGNS SHALL BE SECURED WITH EITHER STAINLESS STEEL ZIP TIES OR STAINLESS TECH Le 15.4" 9.4" SCREWS. NOTICE 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 01 CONSTRUCTION MANAGERS SHALL GIVE CONSTRUCTION li COORDINATOR'S AS MUCH GUIDANCE ON EACH SPECIFIC SITUATION AS POSSIBLE, HOWEVER, CONSTRUCTION co COORDINATOR'S SHALL BE ENCOURAGED TO PARTNER WITH NETWORK CARRIER CONSTRUCTION MANAGER IN DECIDING Beyond this point you are entering an area where RF Emissions may exceed the FCC PLACEMENT PERTAINING TO CHALLENGING SITES. A SITE VISIT General Population Exposure Limits MAY BE REQUIRED TO FULFILL REQUIREMENTS. CONSTRUCTION COORDINATOR SHALL IDENTIFY ALL SIGN all LOCATIONS AT THE A&E WALK. PLEASE SEE SIGN DETAIL AND for wFolloworkiposted signs and site guidelineti working in an RF environment SIZE. FLJLJ 3. SIGN DISBURSEMENT FROM WAREHOUSE: SIGN INVENTORY SHALL BE ACCESSIBLE AT NETWORK CARRIER WAREHOUSE TO BE DISBURSED AS PART OF THE GENERAL CONTRACTOR BOM AS CALLED OUT IN A&E NOT USED 1900 RRH UNIT DRAWINGS FOR EACH SITE. RF SIGNAGE q 24")T36" SCALE: N.T.S. 24"X36" SCALE: T61 1, o- 5 24"X,36" SCALE:N.T.S. 4 '2 S- 11"�17" SC LE7 N.T-S. 11"417" SL MANUFACTURER: COMMSCOPE MECHANICAL MODEL: NNH4-65C—R6 19.6" DOWNTILT 7.8" WEIGHT: 99.2 LBS (WITHOUT MOUNTING KIT) BRACKET DIMENSIONS: 96.0" X 19.6" X 7.8 FREQUENCY: REFER TO RF DATA SHEET 15.4 NOTES 1. INSERT SCISSOR BRACKETS BETWEEN THE MANUFACTURER: NOKIA UPPER ANTENNA MOUNTING BRACKET AND MODEL: AIRSCALE DUAL RRH 4T4R THE UPPER POLE ADAPTER BRACKET. B12/14 320W AHLBA SECURE USING 1/2 INCH HARDWARE MOUNTED WEIGHT: 101.4 LBS 19.6 PROVIDED. DIMENSIONS: 28.7" X 15.4" X 9.4" 2. TO SET THE DEGREE OF DOWNTILT, ALIGN ------ THE DESIRED HOLES ON THE SCISSOR 15.4 9.4" V V CO BRACKETS AND SECURE USING 5/16 INCH HARDWARE PROVIDED. 3. THE NUMBER OF CONNECTORS WILL VARYo BASED ON ANTENNA TYPE. TOP CO 6 co PARTS: 4 5 ITEM OTY DESCRIPTION 1 ADAPTOR, POLE, LOWER 20 1 BRACKET, DOWNTILT, POLE (Z) 1 BRACKET, DOWNTILT, ANTENNA 4 1/2 X I HEX HEAD BOLT SQ 4 1/2 SPLIT WASHER 2 5/16 X 1 HEX HEAD BOLT 2 5/16 SPLIT WASHER FRONT SIDE RF CONNECTOR, TYP ANTENNA MOUNTING700 RRH UNIT ANTENNA SPECIFICATIONS 24"X36" SCALE: N.T s — 0" SCALE: 3 4: 0 a3 s. 3 24"X36T' SCALE: 1 1:_ 24"X36" 1 mmi Mobility i G/ote% >Integrity Delivered T 11 "114� j RFDS: V 3.0. DATED: 11/14/2018 SSO4 FEDERAL WAY 1622 SOUTH 344TH STREET FEDERAL WAY, WA 98003 KING COUNTY 11-28-2018 EXPIRES 01-09-2019 REVISIONS REV. DATE DESCRIPTION BY A 08/02/18 ISSUED FOR 90% CID REVIEW zMC B 08/14/18 ISSUED FOR 100% CID REVIEW VVY 0 11/28/18 ISSUED FOR 100% CONSTRUCTION NJL TITLE RF DETAILS SHEET A�5 CGLOTEL PROJECT #: J5568 N-11V -31 11 i"T"1111`3 C L- t c ry a m U� w U_ w w cn J m 0 a 0 cn w Q J W Q z Q o- W 0 w m D cn 0 J U cn 0 m 0 w D z Q W w D Q z m m Q w E m 0 m m 07 z w D U 0 0 z 0 0 D m z 0 0 w 0 w 0 cn z 0 w z Q z 0 U z 0 a w 0 w z w PROPOSED ANTENNA CONFIGURATION AND SCHEDULE RFDS: V3.0 DATED: 11/14/2018 SECTOR A AZIMUTH RAD CENTER NUMBER OF ANTENNAS VENDOR MODEL TMA NUMBER OF COAX COAX 0 COAX LENGTH DIPLEXED NUMBER OF RRH LTE WCS 90° 106' 1 COMMSCOPE SBNHH-1D65C NONE — FIBER 120' - 1 LTE 850 1 GSM 1900 90° 106' 1 COMMSCOPE SBNHH-1 D65C (2) NOKIA MHA CS72993.08 4 7/8" 120' - - GSM 850 UMTS 1900 90° 105' 1 KATHREIN 742-264 (2) LGP 21401 2 7/8" 120' 2 — UMTS 850 LTE 1900/AWS 90' 106' 1 COMMSCOPE NNH4-65C—R6 NONE — FIBER 120' - 1 LTE 700 1 SECTOR B AZIMUTH CENTERANTENNAS NUMBER OF VENDOR MODEL TMA NUMBER OF COAX COAX 0 COAX LENGTH DIPLEXED NUMBER OF RRH LTE WCS 215' 106' 1 COMMSCOPE SBNHH-1 D65C NONE — FIBER 125' — 1 LTE 850 1 GSM 1900 215° 106' 1 COMMSCOPE SBNHH-1 D65C (2) NOKIA MHA CS72993.08 4 7/8" 125' _ - GSM 850 UMTS 1900 215° 105' 1 I KATHREIN 742-264 (2) LGP 21401 2 7/8" 125' 2 — UMTS 850 LTE 1900/AWS 215° 106' 1 COMMSCOPE NNH4-65C—R6 NONE — FIBER 125' — 1 LTE 700 1 SECTOR C AZIMUTH CENTERVENDOR NUMBER OF ANTENNAS MODEL TMA NUMBER NUMBER OF COAX COAX LENGTH DIPLEXED NUMBER OF RRH LTE WCS 355° 106' 1 COMMSCOPE SBNHH-1 D65C NONE — FIBER 120' — 1 LTE 850 1 GSM 1900 355° 106' 1 COMMSCOPE SBNHH-1 D65C (2) NOKIA MHA CS72993.08 4 7/8" 120' - GSM 850 UMTS 1900 355° 105' 1 KATHREIN 742-264 (2) LGP 21401 2 7/8„ 120' 2 — UMTS 850 LTE 1900/AWS 355° 106' 1 COMMSCOPE NNH4-65C—R6 NONE — FIBER 120' 1 LTE 700 1 EXISTING ANTENNA CONFIGURATION AND SCHEDULE RFDS: V3.0 DATED: 11/14/2018 SECTOR A AZIMUTH RAD CENTER NUMBER OF ANTENNAS VENDOR MODEL TMA NUMBER OF COAX COAX 0 COAX LENGTH DIPLEXED NUMBER OF RRH LTE WCS 90° 106' 1 COMMSCOPE SBNHH-1 D65C NONE — FIBER 120' — 1 LTE 850 1 GSM 1900 90° 106' 1 COMMSCOPE S8NHH-1 D65C (2) NOKIA MHA CS72993.08 4 7/8" 120' GSM 850 UMTS 1900 90� 105' 1 KATHREIN 742-264 (2) LGP 21401 2 7/8" 120' 2 - UMTS 850 LTE 1900 90° 106' 1 ALU AA 3JR52703AAAA NONE - FIBER 120' INTERNAL LTE 700 1 SECTOR B AZIMUTH D CENTERVENDOR NUMBER OF ANTENNAS MODEL TMA NUMBER OF COAX COAX COAX LENGTH DIPLEXED NUMBER OF RRH LTE WCS 215° 106' 1 COMMSCOPE SBNHH-1 D65C NONE — FIBER 125' — 1 LTE 850 1 GSM 1900 215' 106' 1 COMMSCOPE SBNHH-1 D65C (2) NOKIA MHA CS72993.08 4 7/8" 125' - - GSM 850 UMTS 1900 215° 105' 1 KATHREIN 742-264 (2) LGP 21401 2 7/8" 125' 2 UMTS 850 LTE 1900 215' 106' 1 ALU AA 3JR52703AAAA NONE - FIBER 125' - INTERNAL LTE 700 1 SECTOR C AZIMUTH D CENTERANTENNAS NUMBER OF VENDOR MODEL TMA NUMBER OF COAX COAX COAX LENGTH DIPLEXED NUMBER OF RRH LTE WCS 355° 106' 1 COMMSCOPE SBNHH-1 D65C NONE — FIBER 120' — 1 LTE 850 1 GSM 1900 355° 106' 1 COMMSCOPE SBNHH-1 D65C (2) NOKIA MHA CS72993.08 4 7/8" 120' - - GSM 850 UMTS 1900 355° 105' 1 KATHREIN 742-264 (2) LGP 21401 2 7/8" 120' 2 — UMTS 850 LTE 1900 355° 106' 1 ALU AA 3JR52703AAAA NONE - FIBER 120' - INTERNAL LTE 700 1 NOTES: * DO NOT USE COAX LENGTHS FOR CUT LENGTHS: ESTIMATES ONLY * CONFIRM THAT GENERAL CONTRACTOR IS USING LATEST VERSION OF RFDS. PROPOSED AT&T LTE 5 1900 RRH (1 PER SECTOR, 3 TOTAL) EXISTING AT&T GSM 19EXISTING AT&T UMTS EXISTING AT&T UMTS ANTENNA (1 PER SECTOORR,,3 1900/850 ANTENNA 1 EXISTING AT&T GSM 1900/850 1900/850 ANTENNA 1 3 PER TOTAL) TO REMAIN SECTOR, 3 TOTAL) TO REMAIN ANTENNA (1 PER SECTOR, 3 SECTOR, 3 TOTAL TO REMAIN TOTAL) TO REMAIN ) EXISTING AT&T TMA (2 PER EXISTING AT&T WCS RRH EXISTING AT&T TMA (2 PER EXISTING AT&T WCS RRH SECTOR, 6 TOTAL) TO REMAIN UNIT (IIL)PER REMAIN SECTOR, 6 TOTAL) TO REMAIN r UNIT (1 )PER REMAIN EXISTING AT&T 850 RRH EXISTING AT&T TMA EXISTING AT&T 850 RRH UNIT (1 PER SECTOR, (2 PER 3 TOTAL) TO REMAIN N 0 UNIT (1 PER SECTOR, / EXISTING AT&T TMA (2 PER SECTOR, 6 TOTAL) TO REMAIN 3 TOTAL) TO REMAIN \', SECTOR, 6 TOTAL) TO REMAIN ' D iCAPROPOSED AT&T / 2 PROPOSED AT&T LTE " v N c� EXISTING AT&T LTE �" LTE 1900/AWS/700 1 3 EXISTING AT&T 700 RRH / > A-5 700 RRH (1 PER ANTENNA (1 PER A-5 A-5 UNIT (1 PER SECTOR, CIA ZK ZK 1900/700OANT3 NA (1 PER SECT,SECTOR, 3 TOTAL) SECTOR, 3 TOTAL) 3 TOTAL) TO BE REPLACED / / `T D TO BE REPLACED ) EXISTING AT&T LTE WCS/850 \ PROPOSED AT&T LTE 2 / EXISTING AT&T 700 RRH 700 RRH 1 PER EXISTING AT&T LTE WCS/850 �----, UNIT (1 PER SECTOR, ANTENNA (1 PER SECTOR, 3 SECTOR, 3( TOTAL A-5 ANTENNA (1 PER SECTOR, 3 3 TOTAL) TO BE REPLACED TOTAL) TO REMAIN ) TOTAL) TO REMAIN \ EXISTING AT&T LTE WCS/850 \ EXISTING AT&T LTE WCS/850 .� ANTENNA (1 PER SECTOR, 3 0 , ANTENNA (1 PER SECTOR, 3 PROPOSED AT&T LTE TOTAL) TO REMAIN 1 3 1900/AWS/700 ° ° EXISTING AT&T SURGE 19001 700 ANTENNA 1 --o- NG AT&T LTE TOTAL) TO REMAIN ' � / ( ° , ° ° ° EXISTING AT&T SURGE A-5 A-5 ANTENNA (1 PER ° ° ° - ° SUPPRESSION UNIT PER SECTOR, 3 TOTAL) ° ° ° (2 TOTAL) TO REMAIN TO BE REPLACED ° SUPPRESSION UNIT SECTOR, 3 TOTAL) ° - o �" � ���°``"� � � � � � � I (2 TOTAL) TO REMAIN EXISTING AT&T 850 RRH i UNIT (1 PER SECTOR, EXISTING AT&T 850 RRH /�� UNIT (1 PER SECTOR, 3 TOTAL) TO REMAIN 3 TOTAL) TO REMAIN v EXISTING TMA PER 6 TO ° EXISTING AT&T TMA (2 PER SECTOR, 6 TOTAL) TOO REMAIN SECTOR, 6 TOTAL) TO REMAIN EXISTING AT&T SURGE �� EXISTING AT&T SURGE � � SUPPRESSION UNIT SUPPRESSION UNIT \ \ (2 TOTAL) TO REMAIN - -EXISTING AT&T GSM (2 TOTAL) TO REMAIN __---- EXISTING AT&T GSM q 1900/850 ANTENNA (1 1 EXISTING AT&T TMA (2 PER / r � � EXISTING AT&T TMA 900850 ANTENNA (I 2 PER � ; ' � � / SECTOR, 6 TOTAL) TO REMAIN PER SECTOR, 3 TOTAL) / PERTO SECTOR, 3 TOTAL) TO REMAIN SECTOR, 6 TOTAL) TO REMAIN EMAIN EXISTING AT&T UMTS t \ PROPOSED AT&T LTE 5 EXISTING AT&T UMTS ' EXISTING RRH / ( 1900/850 ANTENNA 1 /� 1900 RRH (1 1900/850 .ANTENNA PER PER SECTOR, % ' (1 UN \ PER SECTOR, 3 TOTAL) j j // o SECTOR, 3 TOTAL) PER SECTOR, 3 TOTAL) __ _ TO REMAIN o 3 TOTAL) TO REMAIN � o EXISTING AT&T WCS RRH TO REMAIN __- -- ® o UNIT (1 PER SECTOR, -�� \ \ EXISTING AT&T UMTS EXISTING AT&T 850 RRH / - 3 TOTAL) TO REMAIN EXISTING AT&T 850 RRH - 1900/850 ANTENNA (1 UNIT (1 PER SECTOR, _ UNIT (1 PER SECTOR, PER SECTOR, 3 TOTAL) 3 TOTAL) TO REMAIN __ EXISTING AT&T UMTS 3 TOTAL) TO REMAIN - ------ TO REMAIN 1900/850 ANTENNA (1 ° ° 5 PROPOSED AT&T LTE 1900 -- PER SECTOR, 3 TOTAL) A-5 RRH (1 PER SECTOR, 3 TOTAL) ----- — TO REMAIN EXISTING AT&T 850 RRH _ -- ----- EXISTING AT&T 850 RRH EXISTING AT&T TMA (2 PER UNIT (1 PER SECTOR, SECTOR, 6 TOTAL 3 TOTAL) TO REMAIN EXISTING AT&T TMA (2 PER UNIT (1 PER SECTOR, ) TO REMAIN � SECTOR, 6 TOTAL) TO REMAIN 3 TOTAL) TO REMAIN EXISTING AT&T GSM 1900/850 ALPHA EXISTING AT&T GSM 1900/850 PROPOSED AT&T LTE ANTENNA (1 PER SECTOR, 3 AZ:90° ANTENNA (1 PER SECTOR, 3 1900/AWS/700 TOTAL) TO REMAIN �, EXISTING ANTENNA 1 TOTAL) TO REMAIN 1 3 �Q ^cj ANTENNA (1 PER A-5 A-5 EXISTING AT&T TMA (2 PER PER SECTOR, 3 TOTAL EXISTING AT&T TMA (2 PER �� 0 SECTOR, 3 TOTAL) SECTOR, 6 TOTAL) TO REMAIN �� ) li SECTOR, 6 TOTAL) TO REMAIN ,�. rl��iu� TO BE REPLACED P EXISTING AT&T 700 RRH Pti' 2 PROPOSED AT&T LTE 700 RRH UNIT (1 PER SECTOR, 3 TOTAL) TO BE REPLACED A-5 (1 PER SECTOR, 3 TOTAL) EXISTING AT&T LTE WCS/850 N EXISTING AT&T LTE WCS/850 N ANTENNA (1 PER SECTOR, 3 ANTENNA (1 PER SECTOR, 3 TOTAL) TO REMAIN TOTAL) TO REMAIN f TRUE NORTH TRUE NORTH 24"x36" SCALE: 1 /2" = 1'-0" PROPOSED ANTENNA CONFIGURATION 2 24"x36" SCALE: 1 /2" = 1 '-0" 1 1 "x 17" SCALE: 1 /4" = 1 '-0" 2' 1 ' 0" 2' 1 1 "x 17" SCALE: 1 /4" = 1 °-0" 2' 1 ' 0" 2' EXISTING ANTENNA CONFIGURATION I a S at&t Mobility 14 rfi.?4 a sTe c Network RFDS: V 3.0. DATED: 11/14/2018 SSO4 FEDERAL WAY 1622 SOUTH 344TH STREET FEDERAL WAY, WA 98003 KING COUNTY 11-28-2018 EXPIRES 01-09-2019 REVISIONS REV. DATE DESCRIPTION BY A 08/02/18 ISSUED FOR 90% CD REVIEW ZMC B 08/14/18 ISSUED FOR 100% CD REVIEW VVY 0 11/28/18 ISSUED FOR 100% CONSTRUCTION NJL TITLE ANTENNA CONFIGURATIONS SHEET RF� I GLOTEL PROJECT #: J5568 RECEIVED NOV 3 0 20% CITY OF FEDERAL VVAY COMMUN1 Y DEVELOP°IMENT c L z c a L I- U LL c LL v c Q O m w Q J w Q z Q m w O w D cn O J U 0 O w cn z Q w w Q z m Q LL, E CL 01 CL I— z w U O 0 Z O U H 07 Z O U LL 0 w m cn z 0 w z z O U z O Q O w Z w SYMBOL DESCRIPTION GENERAL NOTES: KEY NOTES: 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND 7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING O CADWELD (TYP.) SEE SHEET E-2 O9 EXISTING EQUIPMENT GROUND BAR. SEE SHEET E-2 ® COPPER GROUND ROD CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. ANTENNA GROUND BAR TOP OF MONOPOLE. #2 AWG GROUND TO EXISTING GROUND RING (V.I.F.) O 10 2. GROUND ALL ANTENNA BASES, FRAMES, CABLE: RUNS, AND OTHER METALLIC 8. USE PANT SCHEME FOR LOADING GROUNDS ON MGB AS DISCUSSED IN NSTD SEE SHEET E-2 SEE SHEET E-2. • CADWELD COMPONENTS USING GROUND WIRES. AND CONNECT TO SURFACE MOUNTED 119, 33 & 36. BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURER'S PRACTICES FOR EXISTING GROUND BUS BAR AT BASE OF MONOPOLE. #6 AWG GROUND FROM RRH TO TIE. INTO EXISTING O3 1 1 GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT SEE SHEET E-2 SECTOR GROUND BAR (TYP OF 2). SEE SHEET E-2. EXOTHERMIC WELD FROM TOWER OR POLE USING MFR'S PRACTICES. GROUND ROD NOTES: O #6 AWG GROUND FROM ANTENNA TO TIE INTO EXISTING 3. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL BE SECTOR GROUND BAR (TYP OF 2). SEE SHEET E-2 ® TEST WELL COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. 1. ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING ONCE EXISTING GROUND FROM ANTENNA GROUND BUS BAR THE GROUND SYSTEM HAS BEEN INSTALLED; A QUALIFIED INDIVIDUAL, UTILIZING O5 PLACES). SEE SHEET E-2 TO MONOPOLE GROUND BUS BAR (TYP OF (2) GROUND BAR 4. CONTRACTOR TO VERIFY AND TEST GROUND SOURCE, GROUNDING AND OTHER THE FALL OF POTENTIAL METHOD, SHOULD PERFORM THE TEST. THE REPORT OPERATIONAL TESTING WILL BE WITNESSED BY CARRIER, REPRESENTATIVE. WILL SHOW THE LOCATION OF THE TEST AND CONTAIN NO LESS THAN 9 TEST O #6 AWG GROUND FROM EQUIPMENT TO GROUND BAR. GROUND WIRE 5. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION POINTS ALONG THE TESTING LINE , GRAPHED OUT TO SHOW THE PLATEAU. 6 SEE SHEET E-2. AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. 2. POINT GROUND TEST OR 3 POINT 62% TESTS WILL NOT BE ACCEPTED AS ANTENNA SECTOR GROUND BAR AT EACH SECTOR SEE ALTERNATIVES TO THE AFORE MENTIONED GROUND TESTS. TEST SHALL BE OO SHEET E-2 (TYP OF 2) -- #2 AWG GROUND RING 6. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING PERFORMED WHILE THE COUNTERPOISE IS ISOLATED FROM THE A/C SYSTEM SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED CARRIER, GRIDS AND EXISTING COMMUNICATIONS FACILITY. #2 AWG GROUND FROM ANTENNA GROUND BUS BAR TO REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO ® FIELD VERIFY & TIE INTO DOCUMENT ALL CADWELDS AND GROUND RINGS. GROUND BUS BAR (TYP OF (2) PLACES). SEE SECTOR SHEET E EXISTING GROUNDING SYSTEM i i 4 1 Fa-1 Fill P-1 � 11 At ° 11 ° II o \ o 8 , 8 ° \ 4 ° 7 2 0 0 ( \ o 5 3 ® g 11 7 ° ° 1 N N I TRUE NORTH I " imetworkSolutions RFDS: V 3.0. DATED: 11/14/2018 om 1622 SOUTH 344TH STREET FEDERAL WAY, WA 98003 KING COUNTY 11-28-2018 M�Dq P� of Wass N/ 0 � y Z 0 3 O FCISTE S�ONAL ENG EXPIRES 01-09-2019 REVISIONS REV. DATE DESCRIPTION BY A 08/02/18 ISSUED FOR 90% CD REVIEW ZMC B 08/14/18 ISSUED FOR 100% CD REVIEW VVY 0 11/28/18 ISSUED FOR 100% CONSTRUCTION NJL SHEET TRUE NORTH 24x36 SCALE: 1/2" = 1'-0" EQUIPMENT GROUNDING SCHEMATIC 2 24"x36" SCALE: 1/2" = 1'-0" 1 1 "x 17 SCALE: 1 /4" = 1'-0" 2' 1 ' 0" 2' 11"x17" SCALE: 1/4" = 1'-0" 2' 1' o" 2' ANTENNA GROUNDING SCHEMATIC 1 GLOTELPROJECT#: Jss68 RECEIVED NOV 3 0 2018 C17Y OFCOMMUNITY DEVELOPMENT c I L z c a F_ V U V LL LL V c a c w I— g w CK _ U 31 _ z Q I— m w _ O w m O J U cn 0 Of 0 w z Q w G' F- Q z m Of Q w y O a_ 07 z w U O Q z O I— U of I — co z O U w O w m L z 0 w z z O U z O a m O w z w I — NOT USED 1 NOT USED NOT USED NOT USED > 24"X36 SCALE: N.T.S. 15 24"X36" SCALE: N.T.S. 1 1 1 1 24"X36" SCALE. N.T.S. 1 3 24"X36' SCALE: N.T.S. 1 i NOT USED 1 NOT U11 "X1 7" ',z-,('Al FN T 11 N 1--7-"r SC'SED 1 NOT USED NOT USED 24"X36" SCALE: N.T.S. 1 24"736 SCALE: N.T.S. 1 ® 24"X36 SCALE: N.T.S.kg 11 11 „ „ 24"X36' SCALE: N.T.S. 8 COAXIAL GROUND KITS W/ LONG BARREL NOTE: COAT ALL MECHANICAL CONNECTIONS COMPRESSION DOUBLE LUGS, ATTACH TO WITH "NOOX" OR APPROVED EQUAL GROUND BAR & INSTALLED BY ANTENNA CONTRACTOR 0 COPPER GROUND BAR. INSTALLED BY • GENERAL CONTRACTOR 0 0 0 0 0 cc 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 L01 0 24" VERIFY NOT USED NOT USED � #2 SOCOPPER LID RWIRE TINNED _ 6 GROUND BA 24"X36 SCALE: N.T.S. 7 24';X36' SCALE: N.T.S. 24" • X36" SCALE: N.T.S. 5 s. #6 AWG FROM ANTENNA TO ANTENNAS TYPE TA TYPE VN TYPE NC TYPE SS 0 TYPE VV TYPE VS TYPE VB TYPE PT TYPE GT TYPE GY TYPE GR TYPE GL B CABLE GROUND KIT (TYPICALLY) ANTENNA CABLE 12" TO 24" COPPER GROUND �< 120" MAX. BAR ON WALL, ICE RX2 TX 1 /RX 1 BRIDGE, FLOOR OR N g WEATHERPROOFING ON ANTENNA TOWER _ KIT (TYP.) WEATHERPROOFING KIT " COAX JUMPER (TYP.) GROUND KIT (TYP.) (SEE NOTE 3) - - �00 0� O 1 i CABLE GROUND KIT CONNECTOR #6 AWG 0 0 0 0 O O O OO OO #6 AWG STRANDED COPPER WEATHERPROOFING KIT (TYP.) GROUND WIRE (GROUNDED TO ANTENNA GROUND BAR OO GROUND BAR). SEE NOTE 1 & 2 *TWO HOLE LUG, OR CABLE CONNECTOR ANTENNA CABLE COPPER ANTENNA GROUND BAR, BONDED EXOTHERMIC WELD TO BE NOTES: TO BTS EQUIPMENT DIRECTLY TO TOP OF USED WITH #2 AWG BCW TO 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE (TYP.) MONOPOLE OR UTILITY BUILDING SERVICE GROUND DOWN TO GROUND BAR: POLE TO GROUND RING OR GROUND RING 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED NOTES: NOTE: BY CABLE MANUFACTURER. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE GROUND BARS AT DOWN TO ANTENNA GROUND BAR OTTOM OF TOWERS/MONOPOLES 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. SHALL ONLY USE EXOTHERMIC WELDS. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT. COLD SHRINK SHALL NOT BE US CADWELD GROUNDING CONNECTIONS /� GROUNDWIRE INSTALLATION CABLE GROUND KIT CONNECTIONS GROUNDING CABLE CONNECTIONS 24 ;X36 " SCALE: N.T.S. `'r 24 X36 SCALE: N.T.S. 3 24"X36 SCALE: N.T.S.2 1 11 " - „ 24 X36 SCALE: N.T.S. 1 11 " a at&t Mobility Glo tel, >Integrity Delivered TM 4WI a, STCc Network Solutions RFDS: V 3.0. DATED: 11/14/2018 om 1622 SOUTH 344TH STREET FEDERAL WAY, WA 98003 KING COUNTY 11-28-2018 EXPIRES 01-09-2019 REVISIONS REV. DATE DESCRIPTION BY A 08/02/18 ISSUED FOR 90% CD REVIEW ZMC B 08/14/18 ISSUED FOR 100% CD REVIEW "m 0 11/28/18 ISSUED FOR 100% CONSTRUCTION NJL TITLE GROUNDING DETAILS L D SHEET 2 GLOTEL PROJECT #: J5568 NOV 3 0 2018 CITY OF FEDERA-1 COMMUNITY