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20-103020-Plan Set-06-08-2020-V1VICINITY MAP SITE �! TRUE h Ewe - DIRECTIONS FROM SEATTLE TAKE 1-5 SOUTH TO 320TH STREET. TURN WEST (RIGHT). ON 320TH TURN LEFT AT 2ND LIGHT 23RD AVE (DOUBLE TURN LANE). FOLLOW STREET FOR APPROXIMATELY 1/4 MILE BEHIND MALL UNTIL YOU SEE THE ENTRANCE TO BEL MOR MOBILE HOME PARK (WITH GUARD SHACK). ENTER MOBILE HOME PARK AND CONTINUE AROUND THE OFFICE (CIRCLE) ON PEBBLE BEACH WAY. TURN RIGHT AT WINGEDFOOT WAY (LAST EXIT BEFORE GOING BACK OUT THE CIRCULAR EXIT). FOLLOW THE ROAD AT 15 MPH FOR APPROXIMATELY 1/4 MILE UNTIL YOU REACH THE END OF THE ROAD. SITE IS UNDER THE MONOPOLE ON THE LEFT. LITE 5G UPGRADE CONSTRUCTION DRAWINGS b at&t PROJECT DESCRIPTION®®® AT&T MOBILITY PROPOSES TO MODIFY AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY BY: REMOVE (3) 80010764 ANTENNAS REMOVE (3) 742-264 ANTENNAS REMOVE (6) 1-TT19-08BP111- GSM TMA REMOVE (1) EXISTING ALU 9412 CABINET INSTALL (3) CMA-UBTULBULBHH-6517-17-21-21 ANTENNAS INSTALL (3) B5 - 4T4R AHCA RRH INSTALL (1) 5G UPGRADE KIT W/ ASIK AND ABIL CARDS INSTALL (1) 25A BREAKER INSTALL (1) CORDEX RECTIFIER TO EXISTING POWER PLANT INSTALL (1) FLX21 CABINET REFERENCE NOTES GC SHALL REVIEW AND COMPLY WITH MOUNT STRUCTURAL ANALYSIS COMPLETED BY: MASTEC NETWORK SOLUTIONS DATED: 04/10/2020 PROJECT #: 22014-MNT1 GC SHALL REVIEW AND COMPLY WITH TOWER STRUCTURAL ANALYSIS COMPLETED BY: AMERICAN TOWER CORPORATION DATED: 04/21 /2020 PROJECT #: OAA757486 C3 01 GC SHALL REVIEW AND COMPLY WITH RFDS REVISION: V2.00 RFDS D: 3581416 DATED: 03/25/2020 SHEET INDEX SHEET DESCRIPTION REV. REV. DATE T-1 TITLE SHEET 1 06/08/20 GN-1 GENERAL NOTES 1 06/08/20 A-1 SITE PLAN 1 06/08/20 A-1.1 ENLARGED SITE PLAN 1 06/08/20 A-2 SITE LAYOUT 1 06/08/20 A-3 NOT USED 1 - A-4 EQUIPMENT LAYOUT 1 06/08/20 A-5 EAST ELEVATION 1 06/08/20 A-6 RF EQUIPMENT 1 06/08/20 RF-1 EXISTING ANTENNA LAYOUT 1 06/08/20 RF-2 FINAL ANTENNA LAYOUT 1 06/08/20 E-1 GROUNDING SCHEMATIC PLAN 1 06/08/20 E-2 GROUNDING DETAILS 1 06/08/20 ,ffifl :Fe.4 M RWO R046648 FA #: 10092707 PTN- 3801 AOT6M9 SITE ID: SS67 SITE NAME: FEDERAL WAY EAST SITE ADDRESS: 2101 S 324TH ST FEDERAL WAY, WA 98003 GENERAL NOTES ' THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION, THEREFORE HANDICAP ACCESS IS NOT REQUIRED. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE. THE PROJECT WILL Know. what5 il6I0W. Call before you dig. NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE; NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED. PARKING REQUIREMENTS ARE UNCHANGED. TRAFFIC IS UNAFFECTED. SIGNAGE IS NOT PROPOSED. CODE COMPLIANCE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING: ZONING CLASSIFICATION: RM 3600 OCCUPANCY: U BUILDING CODE: IBC 2015 JURISDICTION: CITY OF FEDERAL WAY CONSTRUCTION TYPE: V-B PROPOSED STRUCTURE USE: TELECOMMUNICATIONS FACILITY Digitally signed by Raphael Mohamed DN: E=Raphael.Mohamed@mastec.com, CN=Raphael Mohamed, OU=Users, Raphael Mohamed OU=MasTecNetworkSolutions, OU=Service Lines, DC=mastec, DC=local Date: 2020.06.08 22:14:18-04'00' LEGAL DESCRIPTION SE 1/4 OF NW 1/4 & PORS OF SW 1/4 OF NE 1/4 OF NW 1/4 OF SE 1/4 LY WILY OF PRIM ST HWY NO 1 LESS POR TO KING COUNTY SD 533169 SUBJ TO TRAN LN ESMT LESS CO RD SITE SUMMARY TOWER HEIGHT/TYPE: 120'-0" / MONOPOLE SCOPE TYPE: CARRIER SWAP OCCUPANCY TYPE: TELECOMMUNICATIONS LATITUDE: 47° 18' 18.864" N (47.30524°) LONGITUDE: 122° 18' 10.008" W (-122.30278°) TOP OF STRUCTURE - AGL: 120'-0" BASE OF STRUCTURE - ASML: ±407'-0" PARCEL #: 162104-9037 PROJECT DIRECTORY NEW CINGULAR WIRELESS PCS, LLC (AT&T) 16221 NE 72ND WAY, RTC 3 APPLICANT: P.O. BOX 97061 REDMOND, WA 98052 AMERICAN TOWER CORPORATION 10 PRESIDENTIAL WAY STRUCTURE OWNER: WOBURN, MA 1801 CONTACT: RICHARD SCIOLI PHONE: 781-9264685 MASTEC NETWORK SOLUTIONS CONSTRUCTION MANAGER: CONTACT: MIKE SUTHERBY PHONE: (231) 527-5269 MASTEC NETWORK SOLUTIONS PROJECT MANAGER: CONTACT: VIET TRAN PHONE: (206) 310-1149 MASTEC NETWORK SOLUTIONS 507 AIRPORT BLVD, SUITE 111 SITE DESIGN: MORRISVILLE, NC CONTACT: RAPHAEL MOHAMED PHONE: (919) 674-5895 EXPIRATION: 6J9l2020 06/08/20 RAPHAEL MOHAMED, P.E. WASHINGTON NO. 42214 SUBMITTALS DATE DESCRIPTION REV ISSUED BY 04/29/20 CONSTRUCTION 0 AM 06/08/20 ADD'L COMMENTS 1 RM DRAWN BY: ME CHECKED BY: AJM APPV'D BY: RM MNS PROJECT NO: 22014-AEC THE INFORMATION CONTAINED IN THESE DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF MASTEC NETWORK SOLUTIONS IS PROHIBITED. PREPARED FOR: at&t PREPARED BY: MR a sTe c Network Solutions 507 AIRPORT BLVD, SUITE 111 MORRISVILLE, NC 27560 SITE ID: SS67 SITE NAME: FEDERAL WAY EAST FA LOCATION: 10092707 SITE ADDRESS: 2101 S 324TH ST FEDERAL WAY, WA 98003 SHEET TITLE TITLE SHEET SHEET NUMBER T-1 LIMITS OF LIABILITY: MNS HAS MADE EVERY EFFORT TO CREATE COMPLETE AND ACCURATE CONTRACT DOCUMENTS WITH THE BEST INFORMATION AVAILABLE AT THE TIME OF THEIR COMPLETION. CONTRACTORS ARE CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE CONTRACT DOCUMENTS MAY OCCUR AND SHALL NOT EXCUSE THE CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THE DOCUMENTS. REFERENCE ADMINISTRATIVE REQUIREMENTS. CONTRACT DOCUMENTS: 1. THE CONTRACT DOCUMENTS INCLUDE THE AGENCY APPROVED PROJECT SPECIFICATIONS, PLANS, AND THEIR LATEST REVISIONS, ADDENDA, AND CLARIFICATIONS. THE CONTRACT DOCUMENTS MAY ALSO INCLUDE NETWORK CARRIER STANDARDS FOR INSTALLATION OF TELECOMMUNICATIONS EQUIPMENT. 2. THE CONTRACTOR SHALL KEEP A MINIMUM OF ONE SET OF CONTRACT DOCUMENTS ON FILE IN THE PROJECT OFFICE AT THE JOB SITE. COPIES OF THE PROJECT DOCUMENTS USED BY SITE STAFF SHALL BE UP TO DATE WITH THE PROJECT OFFICE COPY. 3. THE CONTRACTOR SHALL NOTIFY THE PROJECT TEAM OF ANY ERRORS, OMISSIONS, AND INCONSISTENCIES FOUND IN THE CONTRACT DOCUMENTS. THE NOTIFICATION SHALL BE GIVEN BOTH VERBALLY AND IN WRITING WITHIN 24 HOURS OF DISCOVERY. 4. IF AN ERROR OR OMISSION IN THE PROJECT DOCUMENTS REQUIRES RECTIFICATION, THE CONTRACTOR SHALL SUBMIT A PROPOSAL TO THE PROJECT TEAM TO RECTIFY THE ISSUE. THE PROPOSAL MUST BE APPROVED PRIOR TO WORK. 5. THE CONTRACT DRAWINGS ARE PREPARED TO SCALE WITH THE BEST KNOWLEDGE OF THE SITE GIVEN TO MNS. WHERE DIMENSIONS ARE NOT SHOWN IN THE DRAWINGS, THE CONTRACTOR SHOULD CLARIFY WITH THE PROJECT TEAM WHEN THE INFORMATION IS CRITICAL TO PROPER INSTALLATION. 6. THE CONTRACTOR SHALL DOCUMENT ALL CHANGES AND SUBSTITUTIONS ON THE PROJECT OFFICE COPY OF THE CONTRACT DOCUMENTS. 7. WHEN FABRICATION OF STRUCTURAL ITEMS ARE REQUIRED, IT MAY BE NECESSARY TO SUBMIT SHOP DRAWINGS FOR REVIEW BY MNS. SEE STRUCTURAL NOTES. 8. DEFERRED SUBMITTALS ARE REQUIRED FOR MATERIALS TO BE PROVIDED BY THE CONTRACTOR. WHERE MATERIALS IN THE PLANS ARE DESIGNATED AS PROVIDED BY CONTRACTOR, THE CONTRACTOR SHALL SUBMIT THE PREFERRED MATERIAL TO THE PROJECT TEAM FOR REVIEW AND APPROVAL PRIOR TO WORK. ADMINISTRATIVE REQUIREMENTS: 1. ALL ACCESS TO THE SITE, FOR SITE VISITS AND CONSTRUCTION, SHALL BE DURING 7:00-3:30 AND MUST BE COORDINATED WITH THE PROPERTY OWNER. 2. AT THE COMPLETION OF THE PROJECT, THE AT&T PROPERTY MANAGER AND THE DISTRICT WILL DO A FINAL WALK THROUGH AND APPROVE ALL WORK PRIOR TO ACCEPTANCE. 3. THE PROPERTY OWNER WILL RECEIVE ONSET OF FULL SIZE AND 11X17 ASBUILTS AT THE COMPLETION OF THE PROJECT. 4. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED (INCLUDING FEES) TO COMPLETE THE WORK DESCRIBED BY THE CONSTRUCTION DOCUMENTS. 5. PRIOR TO BIDDING, THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF THE PROJECT SITE AND CONTRACT DOCUMENTS TO UNDERSTAND THE DESIGN AND CONDITIONS AFFECTING THE WORK TO BE PERFORMED. ANY ERRORS, OMISSIONS, AND DISCREPANCIES MUST BE SUBMITTED TO THE PROJECT TEAM VERBALLY AND IN WRITING. 6. THE CONTRACTOR SHALL PROVIDE A WARRANTY FOR WORK FOR A PERIOD OF ONE YEAR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REMEDY ALL FAULTY, INFERIOR, AND/OR IMPROPER MATERIALS, DAMAGED GOODS, AND/OR FAULTY WORKMANSHIP. ALL ROOFING AND WATERPROOFING MUST BE WARRANTED FOR A PERIOD OF TWO YEARS. THE PERIOD BEGINS AT SUBSTANTIAL COMPLETION OF THE PROJECT. 7. THE CONTRACTOR SHALL PROVIDE A COPY OF LICENSE AND INSURANCE TO THE TELECOMMUNICATIONS CARRIER. SITE SAFETY: 1. THE CONTRACTOR SHALL PROVIDE OSHA COMPLIANT PROTECTION FOR THE SAFETY OF THE SITE STAFF AT ALL TIMES DURING THE CONSTRUCTION OF THE PROJECT. 2. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION. SITE SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM DIRT AND DEBRIS. SURFACES SHALL BE CLEANED OF GREASE, PAINT, OR OTHER MATERIALS NOT SPECIFIED IN THE CONSTRUCTION DOCUMENTS. 3. THE CONTRACTOR IS TO PROVIDE PROTECTION FOR ADJOINING PROPERTIES FROM PHYSICAL HARM, NOISE, DUST, DIRT, AND FIRE AS REQUIRED BY THE GOVERNING AGENCIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR OF ANY DAMAGE. 4. THE CONTRACTOR IS RESPONSIBLE FOR THE SECURITY OF THE PROJECT SITE AREA. 5. WHERE WORK REQUIRES OPEN HAZARDS TO SITE STAFF, THE HAZARD SHALL BE TEMPORARILY MITIGATED TO OSHA STANDARD UNTIL THE HAZARD IS CLOSED. 6. SEE STRUCTURAL NOTES. UTILITY REQUIREMENTS: 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH UTILITY AGENCIES PRIOR TO WORK WITH UTILITIES. 2. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO WORK. 3. CONTRACTOR TO PROTECT, REPLACE AND/OR REROUTE ANY EXISTING UTILITIES ENCOUNTERED DURING THE COURSE OF WORK. SPECIAL CONSIDERATIONS FOR WEATHERPROOFING: 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 WEATHERPROOFING PROPOSAL FOR APPROVAL. 2. CONTRACTOR SHALL COORDINATE WITH OWNER AND THE EXISTING ROOFING CONTRACTOR OF RECORD FOR ANY AUGMENTATION TO THE ROOF MEMBRANE, AND HAVING THE WORK GUARANTEED UNDER THE ROOFING CONTRACTOR'S EXISTING WARRANTY. WORK REQUIREMENTS: 1. ALL WORK MUST BE PERFORMED DURING THE OWNERS PREFERRED HOURS. 2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 3. ALL WORK PERFORMED ON THE PROJECT SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES AND STANDARDS. SEE STRUCTURAL NOTES. 4. IF INSPECTION OF WORK IS REQUIRED, THE CONTRACTOR SHALL NOTIFY THE INSPECTION ENTITY 24 HOURS IN ADVANCE OF THE WORK TO BE PERFORMED. 5. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH UTILITY AGENCIES PRIOR TO WORK WITH UTILITIES. REFERENCE UTILITIES SECTION. 6. THE CONTRACTOR SHALL COORDINATE ON -SITE STORAGE WITH OWNER IN ADVANCE OF WORK. PERMITS MAY BE REQUIRED FOR STORAGE ON PUBLIC RIGHT OF WAY. 7. ALL NEW CONSTRUCTION SHALL MATCH EXISTING CONSTRUCTION IN FORM, TEXTURE, FINISH, AND IN MATERIALS EXCEPT AS NOTED IN THE CONSTRUCTION DOCUMENTS. 8. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PROTECT EXISTING WORK FROM DAMAGE DURING THE COURSE OF WORK FOR THIS PROJECT. 9. THE CONTRACTOR SHALL PROVIDE WORK WHICH IS LEVEL, PLUMB, AND WITHIN TOLERANCES SPECIFIED BY CODES AND STANDARDS INCLUDED IN THE STRUCTURAL NOTES. 10. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 11. ANY SUBSTITUTIONS OF MATERIALS MUST BE APPROVED BY THE PROJECT TEAM IN WRITING. 12. THE CONTRACTOR SHALL SUPPLY ALL MATERIALS INCIDENTAL TO THE WORK DESCRIBED BY THE CONTRACT DOCUMENTS. 13. THE CONTRACTOR MUST RESTORE ALL PORTIONS OF THE PROJECT SITE TO ITS PRE -WORK CONDITION. WHERE THE WORK PERFORMED DOES NOT ALLOW FOR PRE -WORK RESTORATION, WORK AREAS MUST BE REPAIRED OR REPLACED TO MATCH EXISTING FINISH AND SITE GRADING. 14. THE CONTRACTOR IS RESPONSIBLE FOR ALL DISPOSAL OF DEBRIS AND ITEMS WHICH ARE SPECIFIED TO BE REMOVED IN THE COURSE OF WORK. CAST -IN PLACE CONCRETE: 1. ALL CONCRETE DESIGN DESCRIBED BY THIS SET OF DRAWINGS IS BASED ON ACI 318. 2. ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4,000 PSI. UNLESS SPECIFIED OTHERWISE. 3. EACH CONCRETE MIX DESIGN SHALL HAVE A CYLINDER TEST HISTORY OF 60 DAYS MINIMUM, TESTED IN ACCORDANCE WITH ASTM C39, TESTED BY AN ACI CERTIFIED STRENGTH TESTING TECHNICIAN, AND THE STRENGTH STATISTICALLY DETERMINED IN ACCORDANCE WITH ACI 318. EACH MIX DESIGN USED ON SITE SHALL BE SUBMITTED TO, AND RECEIVED BY THE PROJECT TEAM BEFORE THE CONCRETE IS PLACED ON SITE. 4. RAW MATERIALS, MANUFACTURE, AND DELIVERY TO THE FORMWORK SHALL BE IN ACCORDANCE WITH ASTM C94 AND ACI 318. 5. EMBEDDED ITEMS ARE TO BE SECURELY FASTENED SO THAT THEY DO NOT MOVE DURING PLACEMENT OF THE CONCRETE. REFERENCE THE REINFORCING STEEL SECTION. 6. TWO CYLINDERS SHALL BE TAKEN FOR EACH LOAD DELIVERED TO THE FORMWORK. SAMPLES ARE TO BE TAKEN FROM THE CONCRETE AS IT IS PLACED IN THE FORMWORK IN ACCORDANCE WITH ASTM C172. CYLINDERS ARE TESTED PER ASTM C39 AND TESTED BY AN ACI CERTIFIED CSTT. CONCRETE SAMPLES ARE TO BE TESTED FOR AIR CONTENT AND WATER CEMENT RATIO. ALL TEST RESULTS ARE SUBMITTED TO THE PROJECT TEAM WITHIN ONE MONTH OF PLACING THE CONCRETE ON SITE. 7. WHEN AMBIENT TEMPERATURES FALL BELOW 55 DEGREES FAHRENHEIT, THE CONTRACTOR SHALL FOLLOW GUIDELINES DESCRIBED IN ACI 306. WHEN AMBIENT TEMPERATURES RISE ABOVE 90 DEGREES FAHRENHEIT, THE CONTRACTOR SHALL FOLLOW GUIDELINES DESCRIBED IN ACI 305. THE CONCRETE SHALL BE PROTECTED FROM FREEZING OR FROM EXCESSIVE HEAT WITH TENTS OR BLANKETS TO PROVIDE FOR HEAT OR MOISTURE LOSS. 8. ALL CONCRETE SHALL BE PLACED AS CLOSE TO PRACTICAL TO THE FINAL DESTINATION IN THE FORM. CONCRETE SHALL NOT BE PLACE FROM A HEIGHT GREATER THAN 6 FEET FROM THE POINT OF DISCHARGE. 9. VIBRATION SHALL BE USED TO CONSOLIDATE CONVENTIONAL CONCRETE. EXTERNAL STINGER VIBRATORS SHALL BE INSERTED VERTICALLY INTO FORMS EVERY 36 INCHES MAXIMUM AND FOR EACH LIFT. STINGER VIBRATORS SHALL BE INSERTED TO A VERTICAL DEPTH OF 12 INCHES INTO PREVIOUS LIFTS TO ENSURE CONSOLIDATION. FOLLOW GUIDELINES USED IN ACI 309R. 10. REPAIRS FOR MINOR DEFECTS MAY BE ADMINISTERED BY AN EXPERIENCED CRAFTSMAN WITHOUT AN APPROVED PROCEDURE. A MINOR DEFECT INCLUDES BUG HOLES, HONEYCOMBING, CHIPS, AND SPALLS THAT DO NOT EXCEED'/: INCH OF DEPTH INTO THE FACE OF THE CONCRETE. MAJOR REPAIRS EXTENDING BEYOND % INCH OF DEPTH AND UP TO THE REINFORCING MAY BE REPAIRED WITH AN APPROVED REPAIR PROCEDURE. REPAIR PROCEDURES MAY BE SUBMITTED TO THE PROJECT TEAM FOR APPROVAL IN ADVANCE OF FIELD WORK. DAMAGE EXTENDING BEYOND STEEL REINFORCING REQUIRES A RETROFIT DESIGN OR IS REJECTED. 11. SEE ARCHITECTURAL NOTES FOR CONCRETE FINISH REQUIREMENTS EXISTING STRUCTURES: 1. THE EXISTING FRAMING IS REPRODUCED FROM THE LATEST INFORMATION PROVIDED. SOME FRAMING AND MATERIALS ENCOUNTERED AT THE TIME OF CONSTRUCTION MAY VARY FROM THAT SHOWN IN THE PLANS. IF THE PLAN CONDITION VARIES FROM THE AS -BUILT CONDITION, THE CONTRACTOR SHOULD CONSULT THE PROJECT TEAM FOR A REVISED DETAIL OR DIRECTION TO PROCEED. CONCRETE SLABS ON GRADE: 1. SLAB -ON -GRADE CONSTRUCTION SHALL BE SUPPORTED ON A 6 INCH LAYER OF CLEAN 314 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. LEGEND: 4. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI 318. - - - - - - - - - SUBJECT BOUNDARY LINE 5. NO.5 OR LARGER REINFORCING BARS SHALL NOT BE RE -BENT WITHOUT APPROVAL BY THE STRUCTURAL ENGINEER. RIGHT-OF-WAY CENTERLINE 6. WELDING OF REBAR IS NOT ALLOWED WITHIN THE MIDDLE THIRD OF THE BAR LENGTH. WELDING OF REBAR IS - - ROW ROW ROW ROW RIGHT-OF-WAY LINE CONDUCTED IN ACCORDANCE WITH AWS D1.4. USE ONLY ASTM A706 REINFORCING. ADJACENT BOUNDARY LINE 7. WIRE REINFORCING CONFORMS TO ASTM A82 OR A185. SECTIONAL BREAKDOWN LINE 8. CONCRETE COVER FOR REINFORCING STEEL CONFORMS TO ACI 318. COAX COAX COAX COAX COAX CABLE LINE 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 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 SQUAREFOOT 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/O WITHOUT WP WATER PROOF F F F F F FIBER OPTIC CABLE LINE OHP CHIP CHIP OHP OVERHEAD POWER LINE - P P P P P- BURIED POWER LINE GAS GAS GAS GAS BURIED GAS LINE OHU CHU CHU OHU OVERHEAD TELEPHONE LINE Ti Ti Ti Ti Ti BURIED TELEPHONE LINE BURIED WATER LINE BURIED SANITARY SEWER - - - - - - - - BURIED STORM DRAIN DITCH LINE/FLOW LINE VEGETATION LINE X X X X X X X CHAIN LINK FENCE ❑ ❑ ❑ ❑ WOOD FENCE z�❑ BARBED WIRE/WIRE FENCE TRANSFORMER LIGHT STANDARD �P POWER VAULT UTILITY BOX UTILITY POLE E- POLE GUY WIRE ❑ GAS VALVE ❑ GAS METER IT I TELEPHONE VAULT ❑ TELEPHONE RISER OGRID REFERENCE x X-X ELEVATION REFERENCE AREVISION DIG ALI FIRE HYDRANT VV GATE VALVE ® WATER METER FIRE STAND PIPE ❑ CATCH BASIN, TYPE I O CATCH BASIN, TYPE II 7 SIGN O BOLLARD o MAIL BOX 234.21 SPOT ELEVATION X X-X DETAIL REFERENCE x X-X SECTION REFERENCE EXPIRATION : 6J9l2020 06/08/20 RAPHAEL MOHAMED, P.E. WASHINGTON NO. 42214 SUBMITTALS DATE DESCRIPTION REV ISSUED BY 04/29/20 CONSTRUCTION 0 AM 06/08/20 ADDT COMMENTS 1 RM DRAWN BY: ME CHECKED BY: AJM APPV'D BY: RM MNS PROJECT NO: 22014-AEC THE INFORMATION CONTAINED IN THESE DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF MASTEC NETWORK SOLUTIONS IS PROHIBITED. PREPARED FOR: u aut PREPARED BY: e-Ma sTe c Network Solutions 507 AIRPORT BLVD, SUITE 111 MORRISVILLE, NC 27560 SITE ID: SS67 SITE NAME: FEDERAL WAY EAST FA LOCATION: 10092707 SITE ADDRESS: 2101 S 324TH ST FEDERAL WAY, WA 98003 SHEET TITLE GENERAL NOTES SHEET NUMBER GN-1 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 ARE TAKEN FROM AN EXISTING PARCEL VIEWER AND ARE APPROXIMATE. --- ------------- S 34TH STREET EXISTING RESIDENTIAL WINGED FOOT WAY PEBBLE BEA H DR SEMINOLE LN EXISTING GOLF COURSE AND RESIDENTIAL EXISTING AREA GOLF COURSE AND RESIDENTIAL 7 MERION WAY AREA I \ THE DUNEc CT °0, 9� tr EXISTING RESIDENTIAL/ I I IEXISTING RESIDENTIAL 7 I[ SITE ZONING ZONE: RM 3600 PARCEL: 162104-9037 OLYMPIC WAY J EXISTING GOLF COURSE AND RESIDENTIAL BU ING TREE BLVD AREA IEXISTING RESIDENTIAL 7 N O 2 T� I I EXISTING RESIDENTIAL� I EXISTING RESIDENTIAL % EXISTING RESIDENTIAL/ 0 ADJACENT ZONING ZONE: CC-C PARCEL: 7978200526 EXISTING \ RESIDENTIAL/ EXISTING GOLF COURSE AND RESIDENTIAL / AREA il a `F >fjI N o lul EXISTING ADJACENT ZONING ZONE: OP-1 PARCEL: 2154650140 / ADJACENT ZONING ZONE: OP-1 PARCEL: 2154650170 I 1 1-1 I 1 1 - T 1 I r% \ 0 300' 600' 1 SITE PLAN A-1 11"X17" SCALE: 1" = 300'-0" 1" = 300'-0" TRUE NORTH �� pF WASyq �NO rA 42214 I Bh Isn?"O �9r EXPIRATION: 6J9l2020 06/08/20 RAPHAEL MOHAMED, P.E. WASHINGTON NO. 42214 SUBMITTALS DATE DESCRIPTION REV ISSUED BY 04/29/20 CONSTRUCTION 0 AM 06/08/20 ADD'L COMMENTS 1 RM DRAWN BY: ME CHECKED BY: AJM APPV'D BY: RM MNS PROJECT NO: 22014-AEC THE INFORMATION CONTAINED IN THESE DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF MASTEC NETWORK SOLUTIONS IS PROHIBITED. PREPARED FOR: u a t & t PREPARED BY: e-Ma sTe c Network Solutions 507 AIRPORT BLVD, SUITE 111 MORRISVILLE, NC 27560 SITE ID: SS67 SITE NAME: FEDERAL WAY EAST FA LOCATION: 10092707 SITE ADDRESS: 2101 S 324TH ST FEDERAL WAY, WA 98003 SHEET TITLE SITE PLAN SHEET NUMBER A-1 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 ARE TAKEN FROM AN EXISTING PARCEL VIEWER AND ARE APPROXIMATE. ADJACENT ZONING ZONE: RM3600 PARCEL: 7978800682 09 170d Dn OaOQd6o��o oa C� O duo Z'� a d� b op ° o 0 Doo Q d o0 o p 0 D 4 v C� v ADJACENT ZONING ZONE: RM3600 PARCEL: 7978800680 0 D pp Z' od oQa6IZ- °o Q 0 c �4 a Obv o— — o d ADJACENT ZONING ZONE: RM3600 PARCEL: 7978800679 J W 2 H N 0�4 d°Dp op� °�Dpo o p 0 p 4�0 p � P vb�°D ob oQ c3oa°o a �° °OgDodpoo 0 ° 0 9pop ° p o o� ° o o °d� 1p Gel a o p gD°6°°o Do oe 0 0 °e o y oc' o°D�i Q^Illy " 6 O oQd op o pop Qp 9 0° oe 0 0 °e o d b�OD oti oQ a� ° o'er ° o pppo 06 "0 0 °ds o d a� D Qp 9 0 0 v o °e' Pb o°Dq �ov6oQ 6e�' r ° ¢o p • ° � o op o d ° ao o6od a Do 0 0 o d°bs oO oQ Qoo e QQ e o p QDo�poo L' Moil o a 0 p6oQ 600�0 4' p Qoo°oQ,➢e$d ° � D O �j, °SITE ZONING Q� ° e Q e e� 42214 �Q ¢ ISjiZ ZONE: RM 3600 o p �- PARCEL: 162104-9037 Q p 4 Al m p EXPIRATION: 6J9l2020 co o a o Q a o4 p� d° DG 06/08/20 —� �° Q o'o RAPHAEL MOHAMED, P.E. Al o p 4D�� 0 WASHINGTON NO.42214 p o Q o o 2 EXISTING BUILDING SUBMITTALS O d s Q Q DATE DESCRIPTION REV ISSUED BY 04/29/20 CONSTRUCTION 0 AM a p 06/08/20 ADD'L COMMENTS 1 RM ao D 0 0 Q od a 4 v i pp °6p°p o �k I p 60 0 o p d,g SSoO DRAWN BY: ME °eo 0 o po CHECKED BY: AJM ° p APPV'D BY: RM MNS PROJECT NO: 22014-AEC / THE INFORMATION CONTAINED IN THESE DOCUMENTS IS PROPRIETARY BY NATURE. p� DGJ REPRODUCTION OR CAUSING TO BE REPRODUCED �Q O n pp��o THE WHOLE OR ANY PART OF THESE DRAWINGS \S ^ �J WITHOUT THE PERMISSION OF MASTEC NETWORK p° QL� D o SOLUTIONS IS PROHIBITED. PREPARED FOR: ° k L" aut QA2 EXISTING G��GJ o d 17 BUILDING & O Q� Q o� o PREPARED BY: a G o�do � o ^ oboQwg 6'LU e.-M a sTe c Network Solutions 507 AIRPORT BLVD, SUITE 111 p MORRISVILLE, NC 27560 EXISTING / 0 4b� SITE ID: PARKING o LOT Qao o¢ a �, SS67 r end ❑ 00 p. � ° gD° d C °ape o°Dp op pd SITE NAME: FEDERAL WAY EAST EXISTING BUILDING � A • ° 9 boo FA LOCATION: e 10092707 °p op p o pop °e / o SITE ADDRESS: 0 2101 S 324TH ST FEDERAL WAY, WA 98003 1 ENLARGED SITE PLAN A-1 11"x17" SCALE: 1" = 50'-0" r 0 50' 100, 1" = 50'-0" TRUE NORTH SHEET TITLE ENLARGED SITE PLAN SHEET NUMBER A-1.1 EXISTING UTILITY H-FRAME EXISTING SHARED ATC AND AT&T GENERATOR KA X X X X X EXISTING OTHER CARRIER EQUIPMENT CABINETS EXISTING UTILITY / 1 EXISTING AT&T ANTENNAS MOUNTED H-FRAME TO EXISTING MONOPOLE AND LOCATION OF PROPOSED LTE INSTALLATION EXISTING CHAIN LINK FENCE EXISTING CMU BLOCK WALL EXISTING ACCESS GATE Q�,o"000 ao 6 �0 a �D�oo �A od o� Op p e 0 ap 4 X X � X odoQ6��doo � o d o �4 0 0 Q➢D ��� p o do o �00 0 da 4 Q EXISTING AT&T FIBER o AND JUNCTION BOX 1/2 a EXISTING SHELTER BY OTHERS i X X X X X X �_x X X X X X 1 SITE LAYOUT A-2 11 "XI 7" SCALE: 1" = 10'-0" A-4 EXISTING AT&T EQUIPMENT COMPOUND AND LOCATION OF PROPOSED LTE INSTALLATION �t 1 X X I X EXISTING OTHER CARRIER GENERATOR 10 f X X X X� 0 10, 20' 1 6mml!nmme!n I mmoniiiii 1 -0 1" = 10'-0" TRUE NORTH WAS&,�C t�O 4 ,A .d 42214 �o S AL EXPIRATION: 6J9l2020 06/08/20 RAPHAEL MOHAMED, P.E. WASHINGTON NO. 42214 SUBMITTALS DATE DESCRIPTION REV ISSUED BY 04/29/20 CONSTRUCTION 0 AM 06/08/20 ADD'L COMMENTS 1 RM DRAWN BY: ME CHECKED BY: AJM APPV'D BY: RM MNS PROJECT NO: 22014-AEC THE INFORMATION CONTAINED IN THESE DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF MASTEC NETWORK SOLUTIONS IS PROHIBITED. PREPARED FOR: u a t & t PREPARED BY: e-Ma sTe c Network Solutions 507 AIRPORT BLVD, SUITE 111 MORRISVILLE, NC 27560 SITE ID: SS67 SITE NAME: FEDERAL WAY EAST FA LOCATION: 10092707 SITE ADDRESS: 2101 S 324TH ST FEDERAL WAY, WA 98003 SHEET TITLE SITE LAYOUT SHEET NUMBER A-2 EXISTING AT&T GIPS ANTENNA, TYP. REMAIN EXISTING AT&T ICE BRIDGE, TYP. REMAIN EXISTING AT&T FIBER BOX REMAIN EXISTING AT&T UTILITY RACK / REMAIN AT&T AT&T ALU 9412 POWER BBU GSM CABINET CABINET CABINET CABINET REMAIN REMAIN REMAIN AT&T AT& TE43 UMTS CABINET ARGUS CABINET REMAIN REMAIN / AT&T BBU CABINET REMAIN EXISTING AT&T DIPLEXERS, TYP. REMAIN 0 4' 8' 2 EXISTING EQUIPMENT LAYOUT 1" = 4'-0" A-4 11 "x17" SCALE: 1" = 4'-0" NOTES: 1. VERIFY LOCATION OF PROPOSED EQUIPMENT WITHIN EXISTING CABINET(S). 2. ALL EXISTING EQUIPMENT TO REMAIN IN EXISTING AT&T EQUIPMENT COMPOUND, UNLESS OTHERWISE SCOPED. EXPIRATION: 6J9l2020 06/08/20 RAPHAEL MOHAMED, P.E. WASHINGTON NO. 42214 PROPOSED SUBMITTALS (1) 25 AMP BREAKERS DATE DESCRIPTION REV ISSUED BY (1) CORDEX 3.1KW-24V RECTIFIER 04/29/20 CONSTRUCTION 0 AM TO EXISTING POWER PLANT 06/08/20 ADD'L COMMENTS 1 RM t16'-0" EXISTING AT&T GPS ANTENNA, TYP. EXISTING AT&T ICE BRIDGE, TYP. - DRAWN BY: ME EXISTING AT&T FIBER BOX CHECKED BY: AJM EXISTING AT&T UTILITY RACK APPV'D BY: RM EXISTING AT&T UTILITY EXISTING AT&T UTILITY MNS PROJECT NO: 22014-AEC H-FRAME, TYP. H-FRAME, TYP. REMAIN - THE INFORMATION CONTAINED IN THESE EXISTING t16'-0" X t9'-10" DOCUMENTS IS PROPRIETARY BY NATURE. EXISTING t16'-O" X t9'-10° -'_-' - - EQUIPMENT COMPOUND REPRODUCTION OR CAUSING TO BE REPRODUCED EQUIPMENT COMPOUND THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF MASTEC NETWORK REMAIN F-AT&T--] AT&T AT&T SOLUTIONS IS PROHIBITED. POWER BBU GSM PROPOSED AT&T FLX21 CABINET CABI ET CABINET CABINET WITH PROPOSED L J PREPARED FOR: (1) ASIK CARD 7 EXISTING AT&T FIBER A-6 `- (1) ABIL CARD - SZ. JUNCTION BOX EXISTING AT&T FIBER aut REMAIN I.. JUNCTION BOX AT&T AT&TTE43 UMTS ARGUS PREPARED BY: CABI ET CABINET ■■-M a sTe c Network Solutions mawim ORRISVILLE, NC 27560 SITE ID: SS67 EXISTING AT&T DIPLEXERS, TYP. REMAIN SITE NAME: FEDERAL WAY EAST FA LOCATION: 10092707 SITE ADDRESS: 2101 S 324TH ST FEDERAL WAY, WA 98003 SHEET TITLE EQUIPMENT LAYOUT 0 4' 8' FINAL EQUIPMENT LAYOUT SHEET NUMBER 1 A-4 TRUE NORTH 1" = 4'-0" A-4 11 "x17" SCALE: 1" = 4'-0" TRUE NORTH 120'-0" TOP OF EXISTING MONOPOLE EXISTING AT&T UMTS PANEL ANTENNA - REMOVE (TYP. 3 SECTORS, POS. 3) EXISTING AT&T 4T4R B12/14 RRH - REMAIN (TYP. 3 SECTORS, POS. 4) EXISTING AT&T 4T4R B25/66 RRH - RELOCATE (TYP. 3 SECTORS, POS. 4) OgL80'-O" CENTER OF EXISTING ANTENNAS EXISTING AT&T LTE PANEL ANTENNA - REMAIN (TYP. 3 SECTORS, POS. 4) 0'-0" t AGL 0 15, 30' 1 " = 15-0" EXISTING OTHER CARRIER ANTENNAS EXISTING OTHER CARRIER ANTENNAS EXISTING AT&T GSM PANEL ANTENNA - REMOVE (TYP. 3 SECTORS, POS. 2) EXISTING AT&T LTE PANEL ANTENNA - REMAIN (TYP. 3 SECTORS, POS. 1) EXISTING A RRH4X25-WCSCS-4R -REMAIN Li (TYP. 3 SECTORS, POS. 1) u EXISTING AT&T TMA - REMOVE (TYP. 3 SECTORS, POS. 2) EXISTING OTHER CARRIER ANTENNAS EXISTING 120'-0" MONOPOLE EXISTING EAST ELEVATION 11"x17" SCALE: 1" = 15'-0" EXISTING OTHER CARRIER SHELTER EXISTING AT&T EQUIPMENT NOTE(S): 1. PIM HYGIENE TO BE COMPLETED DURING PROJECT INSTALLATION. 120'-0" TOP OF EXISTING MONOPOLE EXISTING AT&T 4T4R B12/14 RRH (TYP. 3 SECTORS, POS. 4) OL 80'-0" CENTER NEW OF EXISTING ANTENNAS EXISTING AT&T LTE PANEL ANTENNA (TYP. 3 SECTORS, POS. 4) 0'-0" t AGL 0 15' 30' PROPOSED EAST ELEVATION 11"x17" SCALE: 1" = 15'-0" EXISTING OTHER CARRIER ANTENNAS EXISTING OTHER CARRIER / ANTENNAS PROPOSED AT&T 5G 850 PANEL ANTENNA 1/2 (TYP. 3 SECTORS, POS. 2) A-6 PROPOSED AT&T 5G 850 RRH UNIT 3/4 (7 PER SECTOR, 3 TOTAL POS.2) A-6 EXISTING AT&T LTE PANEL ANTENNA (TYP. 3 SECTORS, POS. 1) EXISTING AT&T RRH4X25-WCS-4R (TYP. 3 SECTORS, POS. 1) EXISTING AT&T 4T4R B25/66 RRH-RELOCATED (TYP. 3 SECTORS, POS. 2) EXISTING OTHER CARRIER ANTENNAS EXISTING 120'-0" MONOPOLE EXISTING OTHER CARRIER SHELTER EXISTING AT&T EQUIPMENT EXPIRATION: 6J9l2020 06/08/20 RAPHAEL MOHAMED, P.E. WASHINGTON NO. 42214 SUBMITTALS DATE DESCRIPTION REV ISSUED BY 04/29/20 CONSTRUCTION 0 AM 06/08/20 ADDT COMMENTS 1 RM DRAWN BY: ME CHECKED BY: AJM APPV'D BY: RM MNS PROJECT NO: 22014-AEC THE INFORMATION CONTAINED IN THESE DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF MASTEC NETWORK SOLUTIONS IS PROHIBITED. PREPARED FOR: u aut PREPARED BY: e-Ma sTe c Network Solutions 507 AIRPORT BLVD, SUITE 111 MORRISVILLE, NC 27560 SITE ID: SS67 SITE NAME: FEDERAL WAY EAST FA LOCATION: 10092707 SITE ADDRESS: 2101 S 324TH ST FEDERAL WAY, WA 98003 SHEET TITLE EAST ELEVATION SHEET NUMBER A-5 NOTES: FLEXSURE 21-250 PURCELL CABINET 1. FPKA FLEA POLE MOUNTING KIT (30-120 MM). 2. THE FLEA POLE MOUNTING KIT (FPKA) IS DESIGNED FOR POLES WITH A DIAMETER BETWEEN 30 MM (1.2 IN.) AND 120 MM (4.7 IN.). ,r i M' Q• WAS QF C�A �4 p r t WEIGHT: 140 LBS (ENCLOSURE ONLY) DIMENSIONS: 39.7H" x 25.27"W x 29.9"D MOUNTING HOLE 0:.688" MOUNTING OPTIONS: • POLE, 4" OR 12" RISER PLINTH, WALL/H-FRAME - SEPARATELY ORDERABLE KITS • PAD, STACKING - NO ADDITIONAL KIT REQUIRED • FLX21-2520 IS STACKABLE ON TOP OF FLX12-2420 & FLX16-2520 ENCLOSURES PROPOSED RRH DBE 1 .6 42214 D p NOKIA FPKA MOUNTINIG S AL MOUNTING HOLE DIMENSION 0.688" 21.5" BRACKET SECURED TO MOUNTING PIPE (TYP.) EXPIRATION 6i9 2020 REFER TO MANUFACTURER SPECIFICATIONS 06/08/20 RAPHAEL MOHAMED, P.E. WASHINGTON NO. 42214 r° M10X120 105 MM THREAD BOLT SUBMITTALS DATE DESCRIPTION REV ISSUED BY CL 04/29/20 CONSTRUCTION 0 AM 06/08/20 ADD'L COMMENTS 1 RM i NOT USED 11"x17" SCALE: NTS RHH MOUNTING AS 11"x17" SCALE: NTS v 27.2" MECHANICAL BOTTOM VIEW 25 27 o A 29 99 OO O O O O o DOWNTILT BRACKET NOTES: 1. USE FIXED MOUNTING BRACKET FOR THE ANTENNA PER ATT-CEM18006 WHEN MECHANICAL DOWNTILT IS 00. 27.2" ^ DRAWN BY: ME CHECKED BY: AJM APPV'D BY: RM MNS PROJECT NO: 22014-AEC THE INFORMATION CONTAINED IN THESE DOCUMENTS IS PROPRIETARY BY NATURE. OR CAUSINGBE REPRODUCTIONTHE WHOLE OR ANY PART OF TO ESE DRAWINGSD WITHOUT THE PERMISSION OF MASTEC NETWORK SOLUTIONS IS PROHIBITED. of M NEW LTE RADIO CABINET O O n ® ® PREPARED FOR: - O 00 Li 0 0 °' TOP at t M `� N_ NEW PLINTH ("I PREPARED BY: • ■■-M a s T e c CELLMAX CMA-UBTULBULBHH-6517-17-21-21 WEIGHT: 112 LBS DIMENSIONS: 96.5" x 27.2" x 7.7" Network Solutions RF CONNECTOR 507 AIRPORT BLVD, SUITE 111 MORRISVILLE, NC 27560 ELEVATION A ELEVATION C NOT USED 11"x17" SCALE: NTS (TYP.) ANTENNA 11"x17" SCALE: NTS FRONT SIDE SITE ID: 25.27" 29.99" 000 SS67 11.60" to NOTES: 1. INSERT SCISSOR BRACKETS BETWEEN THE UPPER ANTENNA MOUNTING BRACKET AND THE UPPER POLE ADAPTER BRACKET. SECURE USING 1/2 INCH HARDWARE PROVIDED. 2. TO SET THE DEGREE OF DOWNTILT, SITE NAME: FEDERAL WAY EAST m O O O O O m TOP POLE DOWNTILT BRACKET ALIGN THE DESIRED HOLES ON THE SCISSOR BRACKETS AND SECURE USING 5/16 INCH HARDWARE PROVIDED. 3. THE NUMBER OF CONNECTORS WILL VARY BASED ON ANTENNA TYPE. 4. USE FIXED MOUNTING BRACKET FOR THE FA LOCATION: 10092707 00 ANTENNA PER ATT-CEM18006 WHEN iv ❑ O 0 0 iv 11.60" srnlaA o 0 © M 6.50" o M NOKIA AIRSCALE RRH 4T4R B5 160W AHCA o mm 1/2" x 1" HEX BOLT (TYP. OF 4) 1/2" SPLIT WASHER (TYP. OF 4) MECHANICAL DOWNTILT IS 0". 5/16" x 1" HEX BOLT (TYP. OF 2) 5/16" SPLIT WASHER (TYP. OF 2) POLE LOWER ADAPTER SITE ADDRESS: 2101 S 324TH ST FEDERAL WAY, WA 98003 SHEET TITLE ELEVATION ELEVATION Li DIMENSIONS: 13.30" x 11.60" x 6.50" (FMFB BOOK MOUNT) LOWER POLE ADAPTER RF EQUIPMENT �• SHEET NUMBER FLEXSURE 21 % 11"x17" SCALE: NTS • FRONT SIDE RRH SPECIFICATIONS 11"x17" SCALE: NTS 4 ANTENNA MOUNTING 11"x17" SCALE: NTS 1 A-6 EXISTING RF EQUIPMENT SCHEDULE SEC TOIO - POSAl FREQUENCY BAND ANTENNA MAKE/MODEL CENTER RAO AZIMUTH E. TILT M. TILT (QTY.) RADIO (QTY.) TMA (QTY.) DIPLEXER (QTY.) SURGE PROTECTION (QTY.) CABLES CABLE LENGTH LTE WCS COMMSCOPE SBNHH-1D65C 80'-0" 700 0° 0° (1) RRH4X25-WCS-4R (1) DC6-48-60-18-8C-EV (1) FIBER TRUNK 100'-0" A2 2° 100'-0" GSM 850/1900 KATHREIN 80010764 (RM) 80'-0" 70° 10°, 5° 1-TT19-08BP1)11-001_(G9) (3) (RM) (1) 7/8" COAX A3 UMTS 850/1900 KATHREIN 742-264 (RM) 80'-0" 70° 12-,2' 2° 1-TT19-08BP1)11-001_(U9) (2) (RM) (1) 7/8" COAX 100'-0" A4 LTE 70011900/AWS COMMSCOPE NNH4-65D-R6 80'-0" 70° 2° 0° (1) RRH 4T4R B12/14 320W AHLBA (1) RRH 4T4R B25/66 320W AHFIB (RL) (1) DC6-48-60-18-8C-EV (1) FIBER TRUNK 100'-0" B1 LTE WCS COMMSCOPE SBNHH-1D65C 80'-0" 175° 01 01 (1) RRH4X25-WCS-4R (1) FIBER TRUNK 100'-0" B2 GSM 850/1900 KATHREIN 80010764 (RM) 80'-0" 175° 10°, 6° 4° 1-TT19-OSBP1)11-001_(G9) (3) (RM) (1) 7/8" COAX 100'-0" B3 UMTS 850/1900 KATHREIN 742-264 (RM) 80'-0" 175° 12°, 3° 4° 1-TT19-08BP1)11-001_(U9) (2) (RM) (1) 7/8" COAX 100'-0" B4 LTE 70011900/AWS COMMSCOPE NNH4-65D-R6 80'-0" 175° 2° 0° (1) RRH 4T4R B12/14 320W AHLBA (1) RRH 4T4R B25/66 320W AHFIB (RL) (1) FIBER TRUNK 100'-0" C1 LTE WCS COMMSCOPE SBNHH-1D65C 80'-0" 280° 0° 0° (1) RRH4X25-WCS-4R (1) FIBER TRUNK 100'-0" C2 GSM 850/1900 KATHREIN 80010764 (RM) 80'-0" 280° 10°, 7° 0° 1-TT19-O8BP1)11-001_(G9) (3) (RM) (1) 7/8" COAX 100'-0" C3 UMTS 850/1900 KATHREIN 80010764 (RM) 80'-0" 280° 12',3' 0° 1-TT19-08BP1)11-001_(U9) (2) (RM) (1) 7/8" COAX 100'-0" C4 LTE 70011900/AWS COMMSCOPE NNH4-65D-R6 80'-0" 280° 2° 0° (1) RRH 4T4R B12/14 320W AHLBA (1) RRH 4T4R B25/66 320W AHFIB (RL) (1) FIBER TRUNK 100'-0" TOTALS (12) ANTENNAS (9) RRU-S (6) TMXS (15) DIPLEXERS (2) SPD (12) CABLES _ LEGEND: NOTE(S): (RM) = REMOVE 1. RF INFORMATION OBTAINED FROM REV 2.00 RFDS DATED 03/25/2020. (RL) = RELOCATAE EXISTING AT&T LTE PANEL ANTENNA - REMAIN (TYP. 3 SECTORS, POS. 4) EXISTING AT&T 4T4R B25/66 RRH - RELOCATE (TYP. 3 SECTORS, POS. 4) EXISTING AT&T 4T4R B12/14 RRH - REMAIN (TYP. 3 SECTORS, POS. 4) EXISTING AT&T UMTS PANEL ANTENNA- REMOVE (TYP. 3 SECTORS, POS. 3) EXISTING AT&T SURGE SUPPRESSOR - REMAIN (2 TOTAL) EXISTING AT&T TMA - REMOVE (TYP. 3 SECTORS, POS. 2) EXISTING AT&T LTE PANEL ANTENNA- REMOVE (TYP. 3 SECTORS, POS. 2) EXISTING AT&T RRH4X25-WCS4R - REMAIN (TYP. 3 SECTORS, POS. 1) -"--C 28 EXISTING AT&T LTE PANEL ANTENNA - REMAIN (TYP. 3 SECTORS, POS. 1) s1� �lA �lw �1N �1W 1 EXISTING ANTENNA LAYOUT RF-1 11"A7" SCALE: 1" = 4'-0" 10 0 4' 8' 1 . = 4'-0" EXPIRATION: 6J9l2020 06/08/20 RAPHAEL MOHAMED, P.E. WASHINGTON NO. 42214 SUBMITTALS DATE DESCRIPTION REV ISSUED BY 04/29/20 CONSTRUCTION 0 AM 06/08/20 ADD'L COMMENTS 1 RM DRAWN BY: ME CHECKED BY: AJM APPV'D BY: RM MNS PROJECT NO: 22014-AEC THE INFORMATION CONTAINED IN THESE DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF MASTEC NETWORK SOLUTIONS IS PROHIBITED. PREPARED FOR: u a t & t PREPARED BY: e-Ma sTe c Network Solutions 507 AIRPORT BLVD, SUITE 111 MORRISVILLE, NC 27560 SITE ID: SS67 SITE NAME: FEDERAL WAY EAST FA LOCATION: 10092707 SITE ADDRESS: 2101 S 324TH ST FEDERAL WAY, WA 98003 SHEET TITLE EXISTING ANTENNA LAYOUT SHEET NUMBER RF-1 FINAL RF EQUIPMENT SCHEDULE SEC - FREQUENCY BAND ANTENNA MAKE/MODEL RAO AZIMUTH E. TILT M. TILT (QTY.) RADIO (QTY.) TMA (QTY.) DIPLEXER (QTY.) SURGE PROTECTION (QTY.) CABLES CABLE LENGTH TOIO POSAl CENTER LTE WCS /UMTS 850 COMMSCOPE SBNHH-1D65C 80'-0" 70° 0°, 11° 0° (1) RRH4X25-WCS-4R - - (1) DC6-48-60- 18-8C-EV (1) 7/8 COAX, (1) FIBER TRUNK 100'-0" A2 513 850 / LTE 1900/AWS CMA-UBTULBULBHH-6517-17-21-21 (P) 80'-0" 70° 2° W (1) RRH 4T4R B5 160 AHCA (P) (1) FIBER TRUNK - (1) RRH 4T4R B25/66 AHFIB (RL) A3 - - - 100'-0" A4 LTE 700 COMMSCOPE NNH4-65D-R6 80'-0" 70° 2° 0° (1) RRH 4T4R B12/14 AHLBA (1) DC6-48-60-18-8C-EV (1) FIBER TRUNK 100'-0" 131 LTE WCS / UMTS 850 COMMSCOPE SBNHH-1 D65C 80'-0" 175° 0°, 11 ° 0° (1) RRH4X25-WCS-4R (1) 7/8 COAX' (1) FIBER TRUNK 100'-0" B2 513 850 / LTE 1900/AWS CMA-UBTULBULBHH-6517-17-21-21 (P) 80'-0" 175° 2° 0° (1) RRH 4T4R B5 160 AHCA (P) (1) FIBER TRUNK 100'-0" (1) RRH 4T4R B25/66 AHFIB (RL) B3 - - - B4 LTE 700 COMMSCOPE NNH4-65D-R6 80'-0" 175° 2° 0° (1) RRH 4T4R B12/14 AHLBA (1) FIBER TRUNK 100'-0" C1 LTE WCS / UMTS 850 COMMSCOPE SBNHH-1 D65C 80'-0" 280° 0° 0° (1) RRH4X25-WCS-4R (1) 7/8 COAX' (1) FIBER TRUNK 100'-0" C2 513 850 / LTE 1900/AWS CMA-UBTULBULBHH-6517-17-21-21 (P) 80'-0" 2800 0° 0° (1) RRH 4T4R B5 160 AHCA (P) (1) FIBER TRUNK 100'-0" (1) RRH 4T4R B25/66 AHFIB (RL) C3 - - - C4 LTE 700 COMMSCOPE NNH4-65D-R6 80'-0" 280° 0° 0° (1) RRH 4T4R B12/14 AHLBA (1) FIBER TRUNK 100'-0" TOTALS (9) ANTENNAS (12) RRU-S (-) TMA'S (-) DIPLEXERS (2) SPD (12) CABLES _ LEGEND: NOTE(S): (P) = PROPOSED 1. DO NOT USE COAX LENGTHS FOR CUT LENGTHS: ESTIMATES ONLY (RL) = RELOCATAED 2. CONFIRM THAT GENERAL CONTRACTOR IS USING LATEST VERSION OF RFDS. 3. RF INFORMATION OBTAINED FROM REV 2.00 RFDS DATED 03/25/2020. NOTE(S): 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 FINAL CONSTRUCTION DRAWING COMPLETION. 3. PIM HYGIENE TO BE COMPLETED DURING PROJECT INSTALLATION. 4. CONTRACTOR TO COMPLY WITH CLEARANCES SET BY AT&T STANDARDS; • 8" MINIMUM SIDE TO SIDE CLR. FROM PROPOSED RRH TO EXISTING OR PROPOSED RRH • 16" MINIMUM STACKED VERTICAL CLR. FROM BOTTOM TIP OF RRH TO TOP TIP OF RRH • T-0" MINIMUM SIDE TO SIDE CLR. FROM PROPOSED ANTENNA TO EXISTING OR PROPOSED ANTENNA 5. PROPOSED EQUIPMENT TO BE PAINTED TO MATCH EXISTING EQUIPMENT. 6. PORTS ON EACH NEW ANTENNA TO BE CAPPED. EXISTING AT&T LTE PANEL ANTENNA (TYP. 3 SECTORS, POS. 4) EXISTING AT&T 4T4R B12/14 RRH (TYP. 3 SECTORS, POS. 4) EXISTING AT&T SURGE SUPPRESSOR (2 TOTAL) EXISTING AT&T 4T4R B25/66 RRH - RELOCATED (TYP. 3 SECTORS, POS. 2) 1/2 PROPOSED AT&T 5G 850 PANEL ANTENNA A-6 (TYP. 1 PER SECTOR, 3 TOTAL POS.2) 3/4 PROPOSED AT&T 513 850 RRH UNIT A-6 (1 PER SECTOR, 3 TOTAL POS.2) EXISTING AT&T RRH4X25-WCS-4R - REMAIN (TYP. 3 SECTORS, POS. 1) '*� 28( EXISTING AT&T LTE PANEL ANTENNA - REMAIN (TYP. 3 SECTORS, POS. 1) 1 FINAL ANTENNA LAYOUT RF-2 11"A7" SCALE: 1" = 4'-0" 0 4' 8' 1 . = 4'-0" EXPIRATION: 6J9l2020 06/08/20 RAPHAEL MOHAMED, P.E. WASHINGTON NO. 42214 SUBMITTALS DATE DESCRIPTION REV ISSUED BY 04/29/20 CONSTRUCTION 0 AM 06/08/20 ADDT COMMENTS 1 RM DRAWN BY: ME CHECKED BY: AJM APPV'D BY: RM MNS PROJECT NO: 22014-AEC THE INFORMATION CONTAINED IN THESE DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF MASTEC NETWORK SOLUTIONS IS PROHIBITED. PREPARED FOR: u a t & t PREPARED BY: e-Ma sTe c Network Solutions 507 AIRPORT BLVD, SUITE 111 MORRISVILLE, NC 27560 SITE ID: SS67 SITE NAME: FEDERAL WAY EAST FA LOCATION: 10092707 SITE ADDRESS: 2101 S 324TH ST FEDERAL WAY, WA 98003 SHEET TITLE FINAL ANTENNA LAYOUT SHEET NUMBER RF-2 SYMBOL =W= #2 AWG ANTENNA MOUNT GROUND TO SECTOR GROUND BAR (TYP.) SEE DETAILS 8 & 2 ON SHEET E-2 SECTOR GROUND BAR LOCATED AT EACH SECTOR SEE DETAIL 5 ON SHEET E-2 (FIELD VERIFY LOCATION) MECHANICAL LUG CONNECTION, TYP. SEE DETAIL 1 ON SHEET E-2 Cl 2So- DESCRIPTION COPPER GROUND ROD MECHANICAL GROUND CAD WELD CONNECTION EXOTHERMIC WELD TEST WELL GROUND BAR GROUND WIRE #2 AWG GROUND RING FIELD VERIFY & TIE INTO EXISTING GROUNDING SYSTEM ��A GENERAL NOTES: 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 2. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURER'S PRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT FROM TOWER OR POLE USING MANUFACTURERS 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 SOURCE, GROUNDING AND OTHER OPERATIONAL TESTING WILL BE WITNESSED BY WIRELESS REPRESENTATIVE. 5. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. 6. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED WIRELESS REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO DOCUMENT ALL CADWELDS AND GROUND RINGS. 7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. 8. USE PANI SCHEME FOR LOADING GROUNDS ON MGB AS DISCUSSED IN NSTD 119, 33 & 36. p1� GROUND ROD NOTES: 1. ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING ONCE THE GROUND SYSTEM HAS BEEN INSTALLED; A QUALIFIED 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. GAIN ANTENNA GROUND BUSS ) VERIFY LOCATION) ROUND FROM EQUIPMENT TO XISTING GROUNDING SYSTEM ,A pV 0 4' 8' V. = 4'-0" TRUE NORTH EXPIRATION: 6J9l2020 06/08/20 RAPHAEL MOHAMED, P.E. WASHINGTON NO. 42214 SUBMITTALS DATE DESCRIPTION REV ISSUED BY 04/29/20 CONSTRUCTION 0 AM 06/08/20 ADD'L COMMENTS 1 RM DRAWN BY: ME CHECKED BY: AJM APPV'D BY: RM MNS PROJECT NO: 22014-AEC THE INFORMATION CONTAINED IN THESE DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF MASTEC NETWORK SOLUTIONS IS PROHIBITED. PREPARED FOR: u aut PREPARED BY: e-Ma sTe c Network Solutions 507 AIRPORT BLVD, SUITE 111 MORRISVILLE, NC 27560 SITE ID: SS67 SITE NAME: FEDERAL WAY EAST FA LOCATION: 10092707 SITE ADDRESS: 2101 S 324TH ST FEDERAL WAY, WA 98003 SHEET TITLE GROUNDING SCHEMATIC PLAN 1 FINAL EQUIPMENT LAYOUT E 1 11"x17" SCALE: 1" = 4'-0" SHEET NUMBER E-1 NOT USED I15 11 "x17" SCALE: NTS NOT USED I14 11 "x17" SCALE: NTS NOT USED 13 11 "x17" SCALE: NTS N g (TYPICALLY) ANTENNA 12"-24" CABLE C'4 ¢ 0 120" MAX. WEATHERPROOFING KIT (SEE NOTE 3) CABLE CONNECTOR CABLE GROUND KIT NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 3. WEATHER PROOFING SHALL BE TWO—PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. CABLE KIT CONNECTIONS F12 11"x17" SCALE: NTS NOT USED 11 11"x17" SCALE: NTS NOT USED I1 0 11"x17" SCALE: NTS NOT USED 1A 11"x17" SCALE: NTS y TO ANTENNAS WEATHERPROOFING RX2 TX1/RX1 KIT (TYP.) COAX JUMPER GROUND KIT (TYP.) (TYP.) CONNECTOR WEATHERPROOFING KIT (TYP.) ANTENNA CABLE TO BTS EQUIPMENT NOTES: (TYP.) 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. 2. WEATHER PROOFING SHALL BE TWO—PART TAPE KIT. COLD SHRINK SHALL NOT BE USED. GROUNDING CABLE CONNECTIONS 11"x17" SCALE: NTS [ 8 NOTE: COAT ALL MECHANICAL CONNECTIONS WITH "NOOX" OR APPROVED EQUAL COPPER GROUND BAR ON WALL, ICE BRIDGE, FLOOR OR ON ANTENNA TOWER NOT USED I7 11"x17" SCALE: NTS NOT USED 16 11"x17" SCALE: NTS COAXIAL GROUND KITS W/ LONG BARREL COMPRESSION DOUBLE LUGS, ATTACH TO GROUND BAR & INSTALLED BY ANTENNA CONTRACTOR COPPER GROUND BAR. INSTALLED BY GENERAL CONTRACTOR 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 0 0 0 0 0 0 D O D O 0 0 0 0 0 0 OO 24" (VERIFY) #2 SOLID BARE TINNED COPPER WIRE *TWO HOLE LUG, OR EXOTHERMIC GROUND CONDUCTOR WELD TO BE USED WITH #2 AWG SHALL BE ELIMINATED BCW TO BUILDING SERVICE WHEN GROUND BAR IS GROUND OR GROUND RING ELECTRICALLY BONDED TO NOTE: METAL TOWER/MONOPOLE STRUCTURE GROUND BARS AT BOTTOM OF TOWERS/MONOPOLES SHALL ONLY USE EXOTHERMIC WELDS. GROUNDWIRE INSTALLATION 5 11"x17" SCALE: NTS EXPIRATION: 6J9l2020 06/08/20 NOT USED RAPHAEL MOHAMED, P.E. 11"x17" SCALE: NTS WASHINGTON NO. 42214 NOT USED �a 11 "x17" SCALE: NTS GROUND BAR 11"x17" SCALE: NTS 12 c�> CONNECTIONS 1 11"x17" SCALE: NTS SUBMITTALS DATE DESCRIPTION REV ISSUED BY 04/29/20 CONSTRUCTION 0 AM 06/08/20 ADD'L COMMENTS 1 RM DRAWN BY: ME CHECKED BY: AJM APPV'D BY: RM MNS PROJECT NO: 22014—AEC THE INFORMATION CONTAINED IN THESE DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF MASTEC NETWORK SOLUTIONS IS PROHIBITED. PREPARED FOR: u a t & t PREPARED BY: -p-M a sTe c Network Solutions 507 AIRPORT BLVD, SUITE 111 MORRISVILLE, NC 27560 SITE ID: SS67 SITE NAME: FEDERAL WAY EAST FA LOCATION: 10092707 SITE ADDRESS: 2101 S 324TH ST FEDERAL WAY, WA 98003 SHEET TITLE GROUNDING DETAILS SHEET NUMBER E-2