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APPROVED ENG BLD PLN BLD2021-0102+Architectural_Plan+1.26.2021_12.12.46_PM+2010352Your world. Delivered. VICINITY MAP A, >L mere f SITE LOCATION et Ln Q L 0 ,4 a dm�rt}s�- f� <.PC 9 APPROVAL/SIGN OFF OF DRAWINGS CONSULTANT DATE SIGNATURE PROJECT MANAGER CONSTRUCTION MANAGER SITE ACQUISITION LANDLORD'S REPRESENTATIVE CARRIER DATE SIGNATURE PROJECT MANAGER CONSTRUCTION MANAGER RF ENGINEER INTERCONNECT OPERATIONS COMPLIANCE REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REDLINED 0 smartimin k APPROVED PLANS MUST BE ON JOB SITE PUGET DRIVE 5G NR 1SR APPROVED BY CITY OF EDMONDS BUILDING DIVISION 1414 9TH AVENUE N Feb 12 2021 ENGINEERING DIVISION APPROVED AS NOTED EDMONDS WA 98020 OBTAIN ELECTRICAL 7 %7.�tq�e�A° 03/12/2021 PERMIT FROM SNOHOMISH COUNTY STATE LABOR& INDUSTRIES APPROVED BY PLANNING �� ALL WORK SUBJECT FA# 10092667 SN61TO FIELD INSPECTION FOR Feb 17 2021 CODE COMPLIANCE GENERAL LOCATION MAP a a MeadeNdale � 188th St SW SITE LOCATION' �P dnville 99 Lynn Alderwo d Man W A S H r Cedar alle Edmon s Main Seattle eights* 212th St 8f 104 S N 0 H O M 4r Dth St SVV 226th St SW Esperanee ountlake T rrace 236th SW oodway t 0 88mR�e1 o th St SW ISho aline z S Echo Lake K 1 N DRIVING DIRECTIONS FROM NEW CINGULAR WIRELESS IN REDMOND, WA: HEAD SOUTHEAST ON NE 72ND WAY TOWARD 164TH AVE NE TURN RIGHT ONTO 164TH AVE NE TURN RIGHT ONTO BEAR CREEK PKWY TURN LEFT ONTO REDMOND WAY CONTINUE ONTO NE 85TH ST TURN RIGHT ONTO 1-405 N RAMP MERGE ONTO 1-405 N TAKE THE 1-5 S EXIT TOWARD SEATTLE KEEP RIGHT TO FOLLOW SIGNS FOR WA-524 W MERGE ONTO WA-524 W/196TH ST SW ARRIVE AT 47.821748,-122.366071 LEGAL DESCRIPTION SECTION 13 TOWNSHIP 27 RANGE 3 QUARTER SE - THE SUNDSTONE A CONDOMINIUM - UNIT 101 TGW ASSIGNED PARKING & STORAGE TGW UND 7.5539% INT IN COM AREAS & FAC DESC IN DECL REC AFN 2155727, ADDENDUM TO DECL REC AFN 8111100073 & AMD DECL REC AFN 9212210213 PROJECT TEAM APPLICANT: PROPERTY OWNER: NEW CINGULAR WIRELESS, LLC. TOM & CANDACE MOORE 16221 NE 72nd WAY, RTC 3 1414 9th AVENUE N, UNIT 101 P.O. BOX 97061 EDMONDS, WA 98020 REDMOND, WA 98052 PROJECT LEAD: PROJECT ENGINEER: JOHN EVANS CORNERSTONE ENGINEERING, INC. (415) 265-8200 16928 WOODINVILLE-REDMOND RD N.E. STE 210 john.evans@smartlinkgroup.com WOODINVILLE, WA 98072 MARK W OLSON, P.E. CONSTRUCTION MANAGER: (425) 487-1732 ALEX HINTON (425) 246-4742 PROJECT CONSULTANT: alex.hinton@smartlinkgroup.com SMARTLINK GROUP 11232 120th AVENUE NE, SUITE 204 LEASING: KIRKLAND, WA 98033 URSULA TURNER (469) 906-1720 ursula.turner@smartlinkgroup.com PERMITTING: COURTNEE GOMEZ (916) 527-4157 courtnee.gomez@smartlinkgroup.com RF ENGINEER: ANNE LE (425) 580-1577 al7568@att.com PROJECT INFORMATION CODE INFORMATION: PARCEL NUMBER: ZONING CLASSIFICATION: BN 00427800100100 BUILDING CODE: IBC 2015 CONSTRUCTION TYPE: V-B AREA OF PARCEL: OCCUPANCY: GROUP U 0.00 (PER ASSESSOR RECORDS) JURISDICTION: CITY OF EDMONDS PROPOSED BUILDING USE: TELECOMM PROJECT AREA: ±114 SQ. FT. (EQUIPMENT AREA) SITE LOCATION (BASED ON NAD 8q LATITUDE: 47- 49' 18.2" N (47.821748) NEW IMPERVIOUS AREA: LONGITUDE: 122- 21' 57.8" W (-122.366071) 0 SQ. FT. TOP OF STRUCTURE: ±40.0' (BUILDING) BASE OF STRUCTURE: ±102.1' AMSL GENERAL INFORMATION: 1. PARKING REQUIREMENTS ARE UNCHANGED. (NON ASSIGNED TECH PARKING) 2. TRAFFIC IS UNAFFECTED. City Of Edmonds Building Department Work CELLULAR MODIFICATION ----------------------------- Address : 1414 9TH AVE N -- - - ------------------- ____________ Owner AT&T ----- ----------------- Approved Date 2/12/2021 ---------------- Building Official, W- W -------------------- Permit Number BLD2021-0102 NOTE: CONFIRM ACCEPTABLE ROOF PROTECTION WITH LL PRIOR TO STARTING WORK ON SITE DRAWING INDEX DWG DESCRIPTION T-1 TITLE SHEET G-1 GENERAL NOTES A-1 SITE PLAN A-1.1 EXISTING ENLARGED SITE PLAN A-1.2 EXISTING & PROPOSED EQUIPMENT PLANS A-2 EXISTING & PROPOSED NORTH ELEVATIONS A-3 DETAIL SHEET A-3.1 DETAIL SHEET RF-1 ANTENNA PLANS & SCHEDULES E-1 SCHEMATIC GROUNDING PLAN E-1.1 GROUNDING DETAILS PROJECT INFORMATION ROOFTOP: INSTALL NEW ANCHOR BOLT CONNECTION FOR ANTENNAS IN POSITION (2) ALPHA / BETA SECTORS REMOVE (3) KATHREIN 80010991 ANTENNAS INSTALL (2) CELLMAX CMA-UBTMLBMLBHH-6516-16-21-21 ANTENNAS INSTALL (1) KATHREIN 800372965 ANTENNA INSTALL (1) 78211288 DIPLEXERS INSTALL (3) AIRSCALE RRH 4T4R B5 RRH'S GROUND: INSTALL (1) DC12-48-60-0-25E RAYCAP MOUNTED AT EQUIPMENT PAD REMOVE EXISTING TE43 POWER CABINET REMOVE EXISTING TE41 BATTERY CABINET REMOVE EXISTING (20) MARATHON M12V155FT BATTERIES FROM SITE INSTALL (1) NETSURE 512 -48V OUTDOOR CABINET INSTALL (1) NETSURE -48V BATTERY CABINET INSTALL (16) M12V180FT BATTERIES (4) STRINGS TOTAL INSTALL NEW EMERSON BREAKERS FOR PROPOSED/EXISTING EQUIPMENT REMOVE EXISTING 9962 PURCELL CABINET & FSM4 CHASSIS INSTALL (N) FLX21 PURCELL CABINET W/ (N) FSM4 AMIA CHASSIS INSTALL (1) 513 UPGRADE KIT TO EXISTING FSM4 at&t Your world. Delivered.) r—LM1NJ r-1-CCI—Mr\CU D T . C� cNown�ewaTonie INC3, INC. 16928 WOODINVILLE-REDMOND RD NE, SUITE 210 WOODINVILLE, WA 98072 PHONE: 425.487.1732 WWW.CORNERSTONE-ENGR.COM PROJECT INFO: SN61 PUGET DRIVE 1414 9th AVENUE N EDMONDS, WA 98020 SNOHOMISH COUNTY ISSUED FOR: LREV:=DATE:—ISSUED FOR: I Rv•J A01-08-21 FINAL A01-04-21 PRELIMINARY `DRAWN BY: CHK.: APV.: LJS MWO MWO CURRENT ISSUE DATE: [[I IrFN.qi IRF- 01-08-21 JUKIJUIU I IUIVfiL /Ar-r-MUVfiL: RECEIVED Jan 27 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROPRIETARY INFORMATION: DRAWING TITLE: LnPA\A/Inll; nil IKARFR- 11� CEI JOB NUMBER: 5G NR 1SR 20-56009 GENERAL NOTES: 1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR, AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE PROJECT AS DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL. 2. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY AND IN WRITING. 3. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. 4. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. 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. 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 6. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. 7. GENERAL CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE, A FULL SET OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. THIS SET IS A VALID CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS STAMPED "FOR CONSTRUCTION" AND EACH SUCCESSIVE SHEET BEARS THE ARCHITECT'S SIGNED WET STAMP. 8. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. 9. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. LISTED OR FIRE MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. 10. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. 11. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. 12. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH OFFSITE. CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. 13. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 14. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS. 15. THE CONTRACTOR SHALL PROVIDE THE CLIENT PROPER INSURANCE CERTIFICATES NAMING CLIENT AS ADDITIONAL INSURED, AND CLIENT PROOF OF LICENSE(S) AND PE & PD INSURANCE. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING ALL INSPECTIONS. 17. CAUTION! CALL BEFORE YOU DIG! BURIED UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE -CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. DIAL 811. 18. CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND SUBMIT TO CLIENT ALONG WITH REDLINED CONSTRUCTION SET. 19. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP (REDLINING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE REDLINED SET TO THE CLIENT UPON COMPLETION. 20. FOR COLLOCATION SITES: CONTACT TOWER OWNER REPRESENTATIVE FOR PARTICIPATION IN BID WALK. 21. GENERAL CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER COMPANY AS REQUIRED. CONTRACTOR TO REPORT POWER INSTALLATION COORDINATION SOLUTION(S) TO NETWORK CARRIER REPRESENTATIVE, PROJECT CONSTRUCTION MANAGER AND ARCHITECT. 22. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT, MUST BE APPROVED BY CLIENT CONSTRUCTION MANAGER. 23. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE PENETRATION OF EXISTING ROOFING MATERIALS OCCUR, THE GENERAL CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER AND BUILDING ROOFING CONTRACTOR OF RECORD FOR INSTALLATION, PATCH, REPAIR OR ANY AUGMENTATION TO THE ROOF, AND HAVE THE WORK GUARANTEED UNDER THE ROOFING CONTRACTOR'S WARRANTY FOR MOISTURE PENETRATION OR AND OTHER FUTURE BREACH OF ROOFING INTEGRITY. 24. IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS WITHIN CONCEALED (SHROUDED) SUPPORT FRAMES OR TRIPODS, THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE FRP DESIGNER/FABRICATOR TO ENSURE THAT THE FINAL FRP SHROUD IS SIMULATING (IN APPEARANCE) DESIGNATED EXISTING EXTERIOR BUILDING FACADE MATERIALS, TEXTURES, AND COLORS. THE CONTRACTOR SHALL FURTHERMORE ENSURE THE USE OF COUNTERSUNK FASTENERS IN ALL FRP CONSTRUCTION. WHEN PHOTO SIMULATIONS ARE PROVIDED, THE CONTRACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED IN PHOTO SIMULATIONS. SHOP DRAWINGS SHALL BE PROVIDED TO THE GENERAL CONTRACTOR, CONSTRUCTION COORDINATOR, AND ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. 25. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED, CONTRACTORS SHALL CONFIRM (PRIOR TO SUBMITTING BID) WITH CONSULTING CONSTRUCTION COORDINATOR AND ARCHITECT THE PRESENCE OF POST TENSION TENDONS WITHIN THE ROOF SLAB - RESULTING FROM AN UNDOCUMENTED DESIGN CHANGE IN THE EXISTING BUILDING "AS -BUILT DRAWING SET" - HAVING INDICATED AN ORIGINAL DESIGN SOLUTION OF REINFORCED CONCRETE W/ EMBEDDED STEEL REBAR. IN THE EVENT POST TENSION SLAB SOLUTION IS PRESENT, CONTRACTOR SHALL INCLUDE PROVISIONS FOR X-RAY PROCEDURES (INCLUDED IN BID) FOR ALL PENETRATION AREAS WHERE ANCHORING OCCURS. 26. GENERAL & SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR ALL CABLE TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE APPLICABLE). PLASTIC ZIP TIES SHALL NOT BE PERMITTED FOR USE ON CLIENT PROJECTS. RECOMMENDED MANUFACTURE SHALL BE: PANDUIT CORP. METAL LOCKING TIES MODEL NO. MLT4S-CP UNDER SERIES-304 (OR EQUAL). PANDUIT PRODUCT DISTRIBUTED BY TRIARC OF TACOMA, WA. DESIGN CRITERIA: THE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE BUILDING CODE AMENDMENTS (2015 IBC) DESIGN LOADS: DESIGN DATA FOR THE CITY OF EDMONDS, WA: -ROOF SNOW LOAD 25 psf -BASIC WIND SPEED 85 MPH (3 SEC GUST) -WIND EXPOSURE C 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 CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES. BUILDING/DWELLING CODE 2015 IBC (STATE BUILDING CODE, WAC CHAPTER 51-50) 2015 IRC (STATE BUILDING CODE, WAC CHAPTER 51-51) STRUCTURAL CODE 2015 IBC (STATE BUILDING CODE, WAC CHAPTER 51-50) MECHANICAL CODE 2015 IMC (STATE BUILDING CODE, WAC CHAPTER 51-52) ELECTRICAL CODE 2014 NEC (DEPT. OF LABOR & INDUSTIRES, WAC CHAPTER 296-46B) FIRE/LIFE SAFETY CODE 2015 IFC (STATE BUILDING CODE, WAC CHAPTER 51-54A) FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS REQUIREMENTS ARE NOT REQUIRED IN ACCORDANCE WITH THE 2015 IBC BUILDING CODE. CONCRETE NOTES: 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 318. 2. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH CHAPTER 19 OF THE 2015 IBC. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS. TYPE OF CONSTRUCTION 28 DAY STRENTHS W/C MINIMUM CEMENT (fc) RATIO CONTENT PER CUBIC YARD A. SLABS ON GRADE 2,500 PSI <_ 0.45 5 SACKS TOPPING SLABS CONCRETE PIERS B. ALL STRUCTURAL CONCRETE 4,000 PSI <_ 0.45 6 1/2 SACKS EXCEPT WALLS C. CONCRETE WALLS 4,000 PSI <_ 0.45 6 1/2 SACKS CEMENT SHALL BE ASTM C150, PORTLAND CEMENT TYPE II U.N.O. 2. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE METHODS AND PROCEDURES OF CONCRETE PLACEMENT. 3. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494, C618, C989 AND C1017. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH ACI 318. 4. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, fy=60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, fy=40,000 PSI. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615(S1) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. D14 ARE SUBMITTED. 5. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH AC1 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0". PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0". LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. 6. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. 7. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, GRADE 60, fy=60,000 PSI. 8. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT. 10. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: - CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" - CONCRETE EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER) 2" (#5 BARS OR SMALLER) 1 1/2" - CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND (SLABS, WALLS AND JOISTS) (#11 BARS AND SMALLER) 3/4" (BEAMS, COLUMNS) (PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS) 1 1/2" 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. 12. ANCHOR BOLTS TO CONFORM TO ASTM A307. 13. NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3,000 PSI MINIMUM). 14. ALL EXPANSION ANCHORS TO BE HILTI BRAND. ADHESIVE ANCHORS REQUIRE TESTING TO CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER. STRUCTURAL STEEL NOTES: 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE CONSULTANT FOR REVIEW PRIOR TO FABRICATION. 2. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING FIELD WELDING, HIGH STRENGTH FIELD BOLTING, EXPANSION BOLTS, AND THREADED EXPANSION ANCHORS) SHALL BE BASED ON THE A.I.S.I. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" LATEST EDITION. SUPERVISION SHALL BE IN ACCORDANCE WITH 2O15 IBC CHAPTER 22, BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE CONSULTANT. THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS. 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: TYPE OF MEMBER A. WIDE FLANGE SHAPE ASTM A992, Fy 50 KSI B. OTHER SHAPE, PLATES AND ROD ASTM A36, Fy 36 KSI C. PIPE COLUMNS ASTM A53, Fy 35 KSI D. STRUCTURAL TUBING ASTM A500, Fy 46 KSI E. ANCHOR BOLTS ASTM A307 F. CONNECTION BOLTS ASTM A325 4. ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER Al23/A123M-13. 5. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.I. AND AWS STANDARDS AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70 XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E70 XX ELECTRODES. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. 6. COLD -FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND GAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES INDICATED. ALL COLD -FORMED STEEL FRAMING SHALL CONFORM TO THE A.I.S.I. "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS." 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4" DIA.) AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. 8. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM A307 BOLTS UNLESS NOTED OTHERWISE. 9. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE DESIGN & CONSTRUCTION SPECIFICATION AND IN ACCORDANCE WITH ASTM A36 UNLESS NOTED OTHERWISE. 10. ALL WELDS TO BE 1/4" FILLET UNLESS NOTED OTHERWISE. 11. TOUCH UP ALL FIELD DRILLING AND WELDING WITH 2 COATS OF GALVACON (ZINC RICH PAINT) OR APPROVED EQUAL. TOWER/POLE NOTES: SYMBOLS AND ABBREVIATIONS A/C AIR CONDITIONING MAX MAXIMUM AGL ABOVE GRADE LEVEL MECH MECHANICAL APPROX APPROXIMATELY MTL METAL MFR MANUFACTURE BLDG BUILDING MGR MANAGER BLK BLOCKING MIN MINIMUM B.O. BOTTOM OF MISC MISCELLANEOUS B.O.S. BOTTOM OF STEEL N/A NOT APPLICABLE CLG CEILING NIC NOT IN CONTRACT CLR CLEAR N.S. NEAR SIDE CMU CONCRETE MASONRY UNIT NTS NOT TO SCALE CONC CONCRETE CONST CONSTRUCTION O.C. ON CENTER CONT CONTINUOUS O.D. OUTSIDE DIAMETER O/H OVERHEAD DBL DOUBLE DIA/0 DIAMETER PLCS PLACES DIAG DIAGONAL PLYWD PLYWOOD DN DOWN PROJ PROJECT DET DETAIL PROP PROPERTY DWG DRAWING PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH EA EACH PT PRESSURE TREATED EL ELEVATION ELEC ELECTRICAL RAD RADIUS EQ EQUAL REQ REQUIRED EQUIP EQUIPMENT RM ROOM E.W. EACH WAY RO ROUGH OPENING EXT EXTERIOR SCH SCHEDULE FIN FINISH SHT SHEET FLUOR FLUORESCENT SIM SIMILAR FLR FLOOR SPEC SPECIFICATION F.S. FAR SIDE SF SQUARE FOOT FT FOOT SS STAINLESS STEEL STL STEEL GA GAUGE STRUCT STRUCTURAL GALV GALVANIZED STD STANDARD G.C. GENERAL CONTRACTOR SO FT SQUARE FOOT GRND GROUND SQIN SQUARE INCH GYP BD GYPSUM WALL BOARD SUSP SUSPENDED HORZ HORIZONTAL THK THICK HR HOUR THRU THROUGH HT HEIGHT TNNG TINNED HVAC HEATING VENTILATION T.O. TOP OF AIR CONDITIONING T.O.S. TOP OF STEEL TYP TYPICAL I.D. INSIDE DIAMETER IN INCH LINO UNLESS NOTED OTHERWISE INFO INFORMATION INSUL INSULATION VERT VERTICAL INT INTERIOR V.I.F. VERIFY IN FIELD IBC INTERNATIONAL BUILDING CODE 1. VERIFICATION THAT THE PROPOSED TOWER/POLE CAN SUPPORT THE PROPOSED ANTENNA W/ WITH LOADING IS TO BE DONE BY OTHERS. LBS POUNDS W/O WITHOUT WP WATER PROOF 2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL INITIAL AND FUTURE ANTENNAS. ANTENNA COAX CABLES ARE TO BE SUPPORTED AND RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S REQUIREMENTS. ABBREVIATED ROOFTOP SAFETY PROCEDURES R PLATE CHAIN -LINK FENCE (WHEN APPLICABLE): � CENTERLINE CHAIN -LINK FENCE W/ BARB WIRE ^ WOOD FENCE (E) EXISTING T T TELEPHONE (AS PER "ACCIDENT PREVENTION PROGRAM" - BY PERMISSION OF WREN CONSTRUCTION, INC. - # DETAIL NUMBER P P POWER 03/01/99) - - - - - - - - - - - GROUND WIRE X_#SHEET NUMBER COAX COAXIAL CABLE FALL PROTECTION METHODS AND EQUIPMENT ROOF TOP INSTALLATIONS 1. FOR WORK BEING PERFORMED WITHIN 25' OF AN UNPROTECTED ROOF EDGE, THE CONSTRUCTION SPECIAL INSPECTIONS: SUPERVISOR SHALL DESIGNATE A TRAINED SAFETY MONITOR TO OBSERVE THE MOVEMENTS AND ACTIVITIES OF THE CONSTRUCTION WORKERS. SPECIAL INSPECTIONS IN ACCORDANCE WITH 2O15 IBC SECTION 1704. 2. SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS (I.E., BACKING UP TOWAR A ROOF EDGE, ETC.) OR UNSAFE ACTIVITIES. THE SAFETY MONITOR MUST BE ON THE SAME ROOF SOILS/GEOTECHNICAL: AND WITHIN VISUAL AND VERBAL DISTANCE OF THE CONSTRUCTION WORKERS. ❑SHORING INSTALLATION AND MONITORING ❑OBSERVE AND MONITOR EXCAVATION 3. CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN U OR LESS OF AN UNPROTECTED ❑ VERIFY SOIL BEARING psf BEARING ROOF EDGE, REQUIRES WORKERS TO USE SAFETY LINE. ❑SUBSURFACE DRAINAGE PLACEMENT 4. SAFETY LINE SHALL BE MINIMUM'/2" DIAMETER NYLON, WITH A NOMINAL TENSILE STRENGTH OF ❑VERIFY FILL MATERIAL AND COMPACTION 5400 LBS. ❑VERIFY CONDITIONS AS ANTICIPATED ❑PILE PLACEMENT (AUGER CAST/DRIVEN PILE) 5. SAFETY LINE SHALL BE ATTACHED TO A SUBSTANTIAL MEMBER OF THE STRUCTURE. ❑OTHER 6. SAFETY LINE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO REACH EDGE OF ROOF, BUT NOT BEYOND. 7. SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS. 8. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION EQUIPMENT SHALL OCCUR BY THE SAFETY COMMITTEE REPRESENTATIVES, INCLUDING: INSPECTION OF CONSTRUCTION AREA FOR HAZARDS REINFORCED CONCRETE: ❑REINFORCING STEEL AND CONCRETE PLACEMENT ❑ PRESTRESS ED/PRECAST CONCRETE FABRICATION AND ERECTION ❑BATCH PLANT INSPECTION ❑SHOTCRETE ❑GROUTING USE OF AN INSPECTION CHECKLIST ❑OTHER INTERVIEWING COWORKERS REGARDING SAFETY CONCERNS STRUCTURAL STEEL: REPORTING AND DOCUMENTING ANY HAZARDS ❑FABRICATION AND SHOP WELDS REPORTING HAZARDS TO THE SAFETY COMMITTEE FOR CONSIDERATION POSTING RESULTS OF INSPECTION AND ANY ACTION TAKEN ❑ERECTION AND FIELD WELDS AND BOLTING RECEIVING AN UNBIASED REVIEW OF ONE'S OWN WORK AREA BY ANOTHER COWORKER SAFET1y ❑OTHER REPRESENTATIVE REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL STRUCTURAL ALUMINUM: NATIONAL ASSOCIATION OF TOWER ERECTORS 2000 PUBLICATION ❑FABRICATION AND SHOP WELDS REFERENCED OSHA REGULATION/STANDARDS SHALL BE REVIEWED BY TOWER ERECTORS, ❑ERECTION AND FIELD WELDS AND BOLTING EQUIPMENT INSTALLERS, AND TOWER/ROOF TOP CONTRACTORS/SUBCONTRACTORS ❑OTHER 29 CFR 1926.500 - SCOPE, APPLICATION, AND DEFINITIONS 29 CFR 1926.501 - DUTY TO HAVE FALL PROTECTION 19 CFR 1926.502 - FALL PROTECTION SYSTEMS CRITERIA AND PRACTICES STRUCTURAL MASONRY: CALL TWO WORKING DAYS BEFORE YOU DIG! 811 NATIONAL UTILITIES UNDERGROUND LOCATE SAFETY PRECAUTION SHALL BE IMPLEMENTED BY CONTRACTOR(S) AT ALL TRENCHING IN ACCORDANCE WITH CURRENT OSHA STANDARDS ELECTRIC -RED SEWER -GREEN GAS/OIL-YELLOW SURVEY -PINK TEL/CATV - ORANGE PROPOSED -WHITE WATER -BLUE ❑CONTINUOUS ❑PERIODIC ❑ OTHER OTHER: NONE REQUIRED ANCHORING TO CONCRETE: ❑BOLTS INSTALLED IN CONCRETE ❑POST -INSTALLATION ADHESIVE ANCHORS ❑POST -INSTALLATION MECHANICAL ANCHORS at&t Your world. Delivered.) I'L/11V0 I I"CCI'/11'CCU D T . -� CORNC- SIMNE ENGINEERING,INC 16928 WOOD INVILLE-REDMOND RD NE, SUITE 210 WOODINVILLE, WA 98072 PHONE: 425.487.1732 WWW.CORNERSTONE-ENGR.COM PROJECT INFO: SN61 PUGET DRIVE 1414 9th AVENUE N EDMONDS, WA 98020 SNOHOMISH COUNTY ISSUED FOR: LREV:=DATE:-ISSUED FOR: I Rv-J A01-08-21 FINAL ATO -04-21 PRELIMINARY `DRAWN BY: CHK.: APV.: LJS MWO MWO CURRENT ISSUE DATE: 01-08-21 -I IC.FN.qIIRF- JUKIbUlU I IUINHL HF'F'KUVHL: RECEIVED Jan 27 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROPRIETARY INFORMATION: DRAWING TITLE: LnRO\A/INI(, NII INARP:R- CEI JOB NUMBER: 5G NR 1 SR 20-56009 THIS IS NOT A SURVEY ALL INFORMATION AND TRUE NORTH HAVE BEEN OBTAINED FROM EXISTING DRAWINGS AND ARE APPROXIMATE. W W D w Qi I (E) BUILDING (E) BUILDING SITE ACCESS TL #00427800100100 (E) SWIMMING POOL PROPERTY LINE PUGET DRIVE (E) BUILDING \ PARKING LU I III (E) ROCK RETAINING WALL PROPERTY LINE .. A CD .y (E) AT&T 7'-0"x 16'-3" LEASE AREA @ GRADE LEVEL J °I ° ° ° ° \l I° I (E) LANDSCAPE (TYP) ° I °o w ❑ 4651� I I z ............ ............. ............... ------- LU 10 10 (E) CHAIN -LINK FENCE I � / I PLAN NORTH SITE PLAN 22x34 SCALE: 1" = 20'-0" 11x17 SCALE: 1" = 40'-0" at&t Your world. Delivered. IVJ rICCI-/11CCU DY. qt= CN0F1N6P S1MNE GINEERING, INC. 16928 WOODINVILLE-REDMOND RD NE, SUITE 210 WOODINVILLE, WA 98072 PHONE: 425.487.1732 WWW.CORNERSTONE-ENGR.COM ►JECT INFO: SN61 PUGET DRIVE 1414 9th AVENUE N EDMONDS, WA 98020 SNOHOMISH COUNTY JED FOR: WASHINGTON =REV::DATE:—ISSUED FOR: Rv•J A01-08-21 FINAL A01-04-21 PRELIMINARY `DRAWN BY: CHK.: LJS MWO MWO CURRENT ISSUE DATE: 01-08-21 —I IC'.FN�IIRF• 32204 Gam` �FG/STE��G�\��ti ass/ONAL ENG 1-11-2021 :JURISDICTIONAL APPROVAL: RECEIVED Jan 27 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT :PROPRIETARY INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. :DRAWING TITLE: SITE PLAN \A/INr N11 IKARFR- CEI JOB NUMBER: 5G NR 1SR 20-56009 NOTE: SEE RF-1 FOR ANTENNA PLAN (E) LANDSCAPE (TYP) oo w w w w w w OPI 4 o w w w CQ 0 0 =� oo� � AT(XT 7'-0"x16'-3" 4SE AREA @ .ADE LEVEL I A-1.2 CARRIER'S 'ORT EQUIPMENT I I o I I 0 I =Y NTENNA ARRAY �CTO ) s I - (E) GRASS AREA _ I -- -- -- -- -- -- -- -- -- I EXISTING ENLARGED SITE PLAN 22x34 SCALE: 1 /8" = V-0" 11 x17 SCALE: 1 /16" = 1'-0" PLAN) NORTH 1 at&t Your world. Delivered. I'LHIVJ I'PCCr /1PCCLJ D T . CNN OPINCIR 3 TOE�TONE 16928 WOODINVILLE-REDMOND RD NE, SUITE 210 WOODINVILLE, WA 98072 PHONE: 425.487.1732 WWW.CORNERSTONE-ENGR.COM PROJECT INFO: SN61 PUGET DRIVE 1414 9th AVENUE N EDMONDS, WA 98020 SNOHOMISH COUNTY ISSUED FOR: rREV:=DATE:—ISSUED FOR: Rv J Qp 01-08-21 FINAL Qq 01-04-21 PRELIMINARY DRAWN BY: CHK.: APV.: LJS MWO MWO CURRENT ISSUE DATE: 01-08-21 r—LICENSURE: I1104�4 J��SLEyam. 32204 NAL EN�� :JURISDICTIONAL APPROVAL: 1-11-2021 RECEIVED Jan 27 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROPRIETARY INFORMATION: DRAWING TITLE: LnRA\A/IN(, NII IKARP:R- A�l ■ 1 0 CEI JOB NUMBER: 5G NR 1 SR 20-56009 NOTE: NOTE: SEE RF-1 FOR ANTENNA PLAN SEE RF-1 FOR ANTENNA PLAN 7'-0" 7'-0" (E) AT&T LEASE AREA (E) AT&T LEASE AREA / CONCRETE SLAB / CONCRETE SLAB V A _F V °O °O o O o ° o° o O (E) SERVICE PANEL -------------------- (E) SERVICE PANEL (E) UMTS CABINET (E) ACCESS (E) UMTS CABINET \ � (E) ACCESS \\ GATE (TYP) \\ GATE (TYP) PROPOSED (1) DC12-48-60-0-25E — 10 (E) (6) DIPLEXERS RAYCAP SURGE SUPRESSOR A-3 � � TO BE REMOVED 3�-5„ / m i ------ (E) LTE CABINET m TO BE REMOVED 00o — PROPOSED (1) PURCELL LTE w W ° ° — (E) BATTERY CABINET w Uj (E) CABLE m m CABINET W/ FSM4 AMIA� 5 U (E) CABLE II � TO BE REMOVED U SUPPORT FRAME & 5G UPGRADE KIT A-3.1 z SUPPORT FRAME \ zz \ � U --------- (E) BATTERY CABINET U "; Q zj TO BE REMOVED C? Q (E) FIBER SLACK BOX w (E) FIBER SLACK BOX — J I w °O Q (E) GSM CABINET Q r J / TO BE REMOVED J ° PROPOSED (1) -48V BATTERY 06 / 06 E VERTICAL ( ) CABINET W/ (4) STRINGS Q ,� E VERTICAL ( ) (E) TE43 CABINET Q CABLE TRAY (TYP) OF MARATHON BATTERIES w CABLE TRAY (TYP) \ TO BE REMOVED / REPLACED w (E) BUILDING WALL PROPOSED (1) NETSURE (E) BUILDING WALL —. — — —I (E) POWER CABINET TO BE REMOVED / REPLACED 512 OUTDOOR CABINET W/ (10) RECTIFIERS & 1 I (2) CONVERTER MODULES A-3 1 i --T o o - (E) BUILDING - (E) BUILDING OVERHANG OUTLINE OVERHANG OUTLINE °°OOo I I� 11 o II I� 11 0 (E) OTHER CARRIER'S (E) OTHER CARRIER'S EQUIPMENT AREA EQUIPMENT AREA (E) CHAIN —LINK FENCE (E) CHAIN —LINK FENCE °O W/ BARB WIRE °O W/ BARB WIRE v/ f 1` I� 3'-2" 14'-4" z [mT 3'-2" 14'-4" PLAN NORTH PLAN NORTH PROPOSED EQUIPMENT PLAN 2 EXISTING EQUIPMENT PLAN 22x34 SCALE: 1/2" = 1'-0" 1717 SCALE: 1/4" = 1'-0" 1 22x34 SCALE: 1/2" = 1'-0" 111x17 SCALE: 1/4" = 1'-0" at&t Your world. Delivered. I-'L/AINJ rMCr/AMCu D T . iImft_� k!:*�ENOi�tIVEl9STOIVEINC3, INC. 16928 WOODINVILLE-REDMOND RD NE, SUITE 210 WOODINVILLE, WA 98072 PHONE: 425.487.1732 WWW.CORNERSTONE-ENGR.COM PROJECT INFO: ISSUED SN61 PUGET DRIVE 1414 9th AVENUE N EDMONDS, WA 98020 SNOHOMISH COUNTY FOR: WASHINGTON � REV::DATE:—ISSUED FOR: Rv J Qp 01-08-21 FINAL �q 01-04-21 PRELIMINARY `DRAWN BY: CHK.: APV.: LJS MWO MWO CURRENT ISSUE DATE: 01-08-21 ^LICENSURE: ►j1�1 ��EsLEy<< 32204 SFGISTE��G�:� &TONAL EN #itIVT\'s's :JURISDICTIONAL APPROVAL: 1-11-2021 RECEIVED Jan 27 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROPRIETARY INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE: LnRA\A/INIr Nil IKARP:R- I A�l ■ 2 1 0 1 CEI JOB NUMBER: 5G NR 1 SR 20-56009 NOTES: 2. 3. PAINT PROPOSED ANTENNAS, MOUNTING HARDWARE & COAX TO MATCH EXISTING CONDITIONS SEE RF-1 FOR EXIST"'^ PROPOSED ANTENN CONFIRM ACCEPTAI PROTECTION WITH L STARTING WORK Ot TOP OF (E) CHIMNEY EL ±44.2' AGL (E) AT&T 7'-0"x 16'-: LEASE AREA (E) LANDSCAPING (E) ROCK RETAINING WALL GRADE (REF 0.0') EL ±102.1' AMSL PROPOSED NORTH ELEVATION 22x34 SCALE: 3/32" = V-0" STOP OF (E) CHIMNEY EL ±44.2' AGL (E) AT&T 7'-0"x 16'-: LEASE AREA (E) LANDSCAPING (E) ROCK RETAINING WALL GRADE (REF 0.0') EL ±102.1' AMSL 11 x17 SCALE: 3/64" = V-0" EXISTING NORTH ELEVATION 22x34 SCALE: 3/32" = V-0" 11 x17 SCALE: 3/64" = V-0" /G\ ATkT C('DGGnI \A/AI I /C\ ATiLT QrDCCA1 \A/AI I 2 1 at&t Your world. Delivered. I-'L/AINJ I- MrZr'/1MCU D T . i1� ftnie.:MYONG 16928 WOODINVILLE-REDMOND RD NE, SUITE 210 WOODINVILLE, WA 98072 PHONE: 425.487.1732 WWW.CORNERSTONE-ENGR.COM :PROJECT INFO: SN61 PUGET DRIVE 1414 9th AVENUE N EDMONDS, WA 98020 SNOHOMISH COUNTY ISSUED FOR: � REV::DATE:—ISSUED FOR: Rv J Q01-08-21 FINAL Q01-04-21 PRELIMINARY DRAWN BY: CHK.: APV.: LJS MWO MWO CURRENT ISSUE DATE: 01-08-21 �LICENSURE: I� �kSLEy 4 0. s 22 � 304 O'� �FG/STE�� SIONAL ENG� :JURISDICTIONAL APPROVAL: 1-11-2021 RECEIVED Jan 27 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROPRIETARY INFORMATION: DRAWING TITLE: LnRA\A/INr Nil IKARP:R- A�2 0 FCEI JOB NUMBER: 5G NR 1 SR 20-56009 PARTS LIST ITEM QTY PART NO PART DESCRIPTION UNIT WT NET WT 1 2 X-S250 WALL MOUNT BRACKET 6.46 12.91 2 2 X-UB1212 1/2" X 2-1/2" X 4-1/2" X 2" U-BOLT (HDG.) 0.63 1.25 3 4 G12FW 1/2" HDG USS FLATWASHER 0.03 0.14 4 4 G12LW 1/2" HDG LOCKWASHER 0.01 0.06 5 4 G12NUT 1/2" HDG HEAVY 2H HEX NUT 0.07 0.29 MOUNTING PIPE SOLD SEPA X2 X2 X2 NOT USED 22x34 SCALE: NTS SURGE SUPPRESSOR MANUFACTURER RAYCAP MODEL DC12-48-6070-25E WEIGHT 56.31bs 2'-2" 2'-0" r. FRONT 2'-3" TOP SIDE 11 SURGE SUPPRESSOR 11 x17 SCALE: NTS 22x34 SCALE: 3/4" = 1'-0" 11 x17 SCALE: 3/8" = V-0" 8 13/16" DIPLEXER MANUFACTURER KATHREIN MODEL 78211288 DOUBLE UNIT HEIGHT 6.02" WIDTH 6.71" DEPTH 6.57" 111.02 WEIGHT Ibs 6.71 " LO WAIIE DIPLEXER 10 22x34 SCALE: 1 1/2" = V-0" SITE PRO 1 WALL MOUNT P/N SP250 8 NOT USED 7 NOT USED 6 NOT USED 22x34 SCALE: NTS 11 x17 SCALE: NTS 22x34 SCALE: NTS 11 x17 SCALE: NTS 22x34 SCALE: NTS 11 x17 SCALE: NTS 22x34 SCALE: NTS NOT USED 22x34 SCALE: NTS 11 x17 SCALE: NTS FLEXI AHCA 850MHz RRH MANUFACTURER NOKIA MODEL AIRSCALE RRH 4T4R B5 160W HEIGHT 13.26" DEPTH 6.49" WIDTH 11.61" WEIGHT 16.71bs 11.6" TOP 4 B5 RRH 22x34 SCALE: 1" = V-0" 11.6" O O O co C15 FSETAIMA 11 x17 SCALE: 1/2" = V-0" 6.5" qinp: ANTENNA DATA MANUFACTURER KATHREIN MODEL 800372965 WEIGHT 89.1 Ibs W/ CLAMPS TOP 14.9" rn FRnnIT 3 PANEL ANTENNA 22x34 SCALE: 1/2" = V-0" 11x17 SCALE: 1/4" = V-0" SIDE 6.57" qinp: I37• ►11Ti 11 x17 SCALE: 3/4" = V-0" 11 x17 SCALE: NTS ANTENNA DATA MANUFACTURER CELLMAX MODEL CMA-UBTMLBMLBHH/6516/16/21/21 10r, WEIGHT Ibs 27.1" TnP 2 PANEL ANTENNA 22x34 SCALE: 1/2" = 1'-0" 11 xl 7 SCALE: 1 /4" = V-0" ginF 061 5 1 at&t Your world. Delivered.) I-'LMINO I-'I-\Cr MMr-U D T . _� CNOi�tIVEi�13TOIVE 16928 WOODINVILLE-REDMOND RD NE, SUITE 210 WOODINVILLE, WA 98072 PHONE: 425.487.1732 WWW.CORNERSTONE-ENGR.COM :PROJECT INFO: SN61 PUGET DRIVE 1414 9th AVENUE N EDMONDS, WA 98020 SNOHOMISH COUNTY ISSUED FOR: LREV::DATE:=ISSUED FOR: Rv-J Q01-08-21 FINAL Q01-04-21 PRELIMINARY `DRAWN BY: CHK.: APV.: LJS MWO MWO CURRENT ISSUE DATE: 01-08-21 rLICENSURE: ►j1�1 >� �SLET,�N*1 wasy,�0 �\ 32204 ♦O�FG/STE�� C SS/oNAL ENS'<� 1-11-2021 #$,Ivvv :JURISDICTIONAL APPROVAL: RECEIVED Jan 27 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROPRIETARY INFORMATION: DRAWING TITLE: LnRA\A/INr Nil IKARP:R- A�3 0 CEI JOB NUMBER: 5G NR 1 SR 20-56009 NOT USED 22x34 SCALE: NTS 111 x17 SCALE: NTS NOT USED 22x34 SCALE: NTS 111 x17 SCALE: NTS 36.0" 2500 WATT DOOR MOUNTED HEAT EXCHANGER FRESH AIR VENTILATION PLINTH FRONT BATTERY CABINET DETAIL 22x34 SCALE: 1 /2" = V-0" 11 x17 SCALE: 1 /4" = V-0" 37.0" SIDE O N 11 7 NETXTEND BATTERY CABINET MANUFACTURER EMERSON MODEL NEQ. 15919 (+24VDC) MODEL NEQ. 15918 (-48VDC) SIZE 72" H x 36" W x 37" D WEIGHT 4300 Ibs MAX 0 co 36.0" NOT USED 22x34 SCALE: NTS 111x17 SCALE: NTS NOT USED 22x34 SCALE: NTS 11x17 SCALE: NTS 512 DC POWER SYSTEM MANUFACTURER EMERSON MODEL NEQ.15917 E SIZE 72"Hx32"Wx39" D 752 Ibs 32.0" 11 TOP TOP 3 � POWER CABINET DETAIL 22x34 SCALE: 1/2" = 1'-0" 11x17 SCALE: 1/4" = 1'-0" HILTI HSL-3-B-M12 W/ TORQUE CAP OR APP EQUAL. (INSTALL PER MANUFACTURER'S RECOMMENDATIONS) 10 EQUIPMENT ANCHORAGE 22x34 SCALE: 3" = 1'-0" 111x17 SCALE: 1 1 /2" = V-0" EQUIPMENT CABINET DIMENSIONS MANUFACTURER PURCELL MODEL FLX21 HEIGHT 39.70" DEPTH 19.88" WIDTH 25.27" WEIGHT 1140 Ibs (EMPTY) 25.3" PRnNIT 6 LTE CABINET 22x34 SCALE: 3/4" = V-0" 32.0" FRONT 2500 WATT DOOR MOUNTED HEAT EXCHANGER FRESH AIR VENTILATION PLINTH 0 TOP 19.9" clnp 11 x17 SCALE: 3/8" = V-0" 39.0" SIDE 0 c\i ''PMENT NET/RACK OF --.RETE w m w We E I I I I I I L 5 at&t Your world. Delivered.) rLHiNIO rr«r—Hr«u D T . CNOPINE■PRSIMNG qk=� GINEERING, INC- 16928 WOODINVILLE-REDMOND RD NE, SUITE 210 WOODINVILLE, WA 98072 PHONE: 425.487.1732 WWW.CORNERSTONE-ENGR.COM :PROJECT INFO: SN61 PUGET DRIVE 1414 9th AVENUE N EDMONDS, WA 98020 SNOHOMISH COUNTY L_ ISSUED FOR: r—REV:: DATE: =ISSUED FOR: Rv-J Q01-08-21 FINAL Q01-04-21 PRELIMINARY `DRAWN BY: CHK.: APV.: LJS MWO MWO CURRENT ISSUE DATE: 01-08-21 rLICENSURE: I� ��sLEy 4 • 32204 ►O�FG/STER��', �I�S�ONAL E��t� :JURISDICTIONAL APPROVAL: 1-11-2021 RECEIVED Jan 27 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROPRIETARY INFORMATION: DRAWING TITLE: LnRO\A/INIr NII IKARFR- A�301 0 CEI JOB NUMBER: 5G NR 1SR 20-56009 PROPOSED ANTENNA CONFIGURATION AND SCHEDULE - PER RFDS VERSION 2.0 - DATED 12-04-20 SECTOR X AZIMUTH RAD CENTER QTY VENDOR MODEL ELEC. TILT MECH. TILT RET TMA QTY RRH # OF FEEDERS FEEDER TYPE FEEDER LENGTH PLACEMENT DIPLEXED UMTS850 / LTE700 130° ±43.2' 1 KATHREIN 80010991 2° 0° YES - 3 (E) 1 (E) FIBER ±95' (E) CABLE TRAY YES LTE 700 2° - LTE AWS LTE AWS 3° - LTE WCS 3° - LTE WCS 3° - LTE 700/5G 850 130° ±43.2' 1 CELLMAX 1 CMA-UBTMLBMLBHH-6516 20 0° YES - 1 (N) 1 (E) FIBER +95' (ETRAYLE YES LTE 1900 3° - LTE 1900 30 - SECTOR Y AZIMUTH RAD CENTER QTY VENDOR MODEL ELEC. TILT MECH. TILT RET TMA QTY RRH # OF FEEDERS FEEDER TYPE FEEDER LENGTH PLACEMENT DIPLEXED UMTS850 / LTE700 ±42.4' 1 KATHREIN 80010991 4° 0° YES - 3 (E) 1 (E) FIBER ±240' (E) CABLE TRAY YES LTE 700 4° - LTE AWS220° LTE AWS 3° - LTE WCS 3° - LTE WCS 3° - LTE 700/5G 850 220° ±42.4' 1 CELLMAX CMA-UBTMLBMLBHH-6516 40 0° YES - 1 (E) 1 (E) FIBER ±240' (E)TRAY YES 8500 LTG 4° - LTE 1900 4° - SECTOR Z AZIMUTH RAD CENTER QTY VENDOR MODEL ELEC. TILT MECH. TILT RET TMA RRH QTY # OF FEEDERS FEEDER TYPE FEEDER LENGTH PLACEMENT DIPLEXED UMTS850 / LTE700 20° ±43.2' 1 KATHREIN 80010991 2° 0° YES - 3 (E) 1 (E) FIBER ±222' (E) CABLE TRAY YES LTE 700 2° - LTE AWS 3o LTE AWS 3° - LTE WCS 3° - LTE WCS 3° - LTE 700/5G 850 20° ±43.2' 1 KATHREIN 800372965 40 0° YES - 1 �N� 1 (E) FIBER ±240' (E)TRAY YES 8500 40 LTG 4° - LTE 1900 4° - PROPOSED RF SCHEDULE 22x34 SCALE: NTS 11 x17 SCALE: NTS (E) C1 - UMTS/LTE700 LTE AWS, LTE WCS PANELANTENNA PROPOSED B5 RRH (1 PER SECTOR, TYP OF 3) (E) CHIMNEY (TYP) (E) DC8 SURGE SUPPRESSOR (3 PER SECTOR, TOTAL OF 9) (E) B66 AWS RRH (1 PER SECTOR, TOTAL OF 3) PROPOSED SITE PRO 1 WALL MOUNT P/N SP250 W/ PIPE TO PIPE CLAMP SET P/N DCP18K PROPOSED A2 - LTE 700/513 850, 513 850, LTE 1900 PANELANTENNA ° ° ° O® O ° O (E) 700MHz RRH (1 PER SECTOR, TOTAL OF 3) (E) WCS 230OMHz RRH (1 PER SECTOR, TOTAL OF 3) (E) FLEXI RRH (1 PER SECTOR, TOTAL OF 3) (E) FIBER SLACK BOX (1 PER SECTOR, TOTAL OF 3) PROPOSED 782 11288 DIPLEXERS (1 PER SECTOR, 9 TOTAL OF 3) A-3 (E) 1900MHz RRH (1 PER SECTOR, TOTAL OF 3) (E) B1 - UMTS/LTE700 LTE AWS, LTE WCS PANELANTENNA PROPOSED ANTENNA PLAN 22x34 SCALE: 1 /2" = V-0" 11 x17 SCALE: 1 /4" = V-0" PROPOSED SITE PRO 1 WALL MOUNT P/N SP250 W/ PIPE TO PIPE CLAMP SET P/N DCP18K PROPOSED C2 - LTE 700/513 850, 513 850, LTE 1900 2 PANEL ANTENNA A-3 (E) SCREEN WALL EXISTING ANTENNA CONFIGURATION AND SCHEDULE - PER RFDS VERSION 2.0 - DATED 12-04-20 SECTOR X AZIMUTH RAD CENTER QTY VENDOR MODEL ELEC. TILT MECH. TILT RET TMA RRH QTY # OF FEEDERS FEEDER TYPE FEEDER LENGTH PLACEMENT DIPLEXED UMTS850 / LTE700 130° ±43.2' 1 KATHREIN 80010991 2° 0° YES - 3 (E) 1 (E) FIBER ±95' (E) CABLE TRAY YES LTE 700 2° - LTE AWS LTE AWS 3° - LTE WCS 3° - LTE WCS 3° - LTE 700 130° ±43.2' 1 KATHREIN 80010864 2° 0° YES - 2 (E) 1 (E) FIBER ±95' (E) CABLE TRAY NO LTE 1900 3° - LTE 1900 3° - SECTOR Y AZIMUTH RAD CENTER QTY VENDOR MODEL ELEC. TILT MECH. TILT RET TMA RRH QTY # OF FEEDERS FEEDER TYPE FEEDER LENGTH PLACEMENT DIPLEXED UMTS850 / LTE700 220° ±42.4' 1 KATHREIN 80010991 4° 0° YES - 3 (E) 1 (E) FIBER ±240' (E) CABLE TRAY YES LTE 700 4° - LTE AWS 3 LTE AWS 3° - LTE WCS 3° - LTE WCS 3° - LTE 700 220° ±42.4' 1 KATHREIN 80010864 4° 0° YES - 2 (E) 1 (E) FIBER ±240' (E) CABLE TRAY NO LTE 1900 4° - LTE 1900 4° - SECTOR Z AZIMUTH RAD CENTER QTY VENDOR MODEL ELEC. TILT MECH. TILT RET TMA RRH QTY # OF FEEDERS FEEDER TYPE FEEDER LENGTH PLACEMENT DIPLEXED UMTS850 / LTE700 20° ±43.2' 1 KATHREIN 80010991 2° 0° YES - 3 (E) 1 (E) FIBER ±222' (E) CABLE TRAY YES LTE 700 2° - LTE AWS 3° LTE AWS 3° - LTE WCS 3° - LTE WCS 3° - LTE 700 20° ±43.2' 1 KATHREIN 80010864 2° 0° YES - 2 (E) 1 (E) FIBER ±222' (E) CABLE TRAY NO LTE 1900 3° - LTE 1900 3° - 4 EXISTING RF SCHEDULE 3 22x34 SCALE: NTS 11 x17 SCALE: NTS (E) Al - UMTS/LTE700 LTE AWS, LTE WCS PANELANTENNA PROPOSED A2 - LTE 700/5G 850, 513 850, LTE 1900 1 PANEL ANTENNA,A-3, PLAN NORTH 2 (E) C1 - UMTS/LTE700 LTE AWS, LTE WCS PANELANTENNA (E) CHIMNEY (TYP) (E) DC8 SURGE SUPPRESSOR (3 PER SECTOR, TOTAL OF 9) (E) B66 AWS RRH (1 PER SECTOR, TOTAL OF 3) (E) B2 - ANTENNA MOUNT (TO BE REMOVED / REPLACED) (E) B2 - LTE 1900/700 PANELANTENNA (TO BE REMOVED / REPLACED) 0 SECTOR �1,Q) IIYII Pti\ O - O O O® O I ° I I O ° O (E) 700MHz RRH (1 PER SECTOR, TOTAL OF 3) (E) WCS 230OMHz RRH (1 PER SECTOR, j TOTAL OF 3) I I I (E) FLEXI RRH (1 PER SECTOR, I TOTAL OF 3) ®II I I o11 --- (E) FIBER SLACK BOX ®I 1 (1 PER SECTOR, TOTAL OF 3) (E) 1900MHz RRH (1 PER SECTOR, TOTAL OF 3) I I __ I I ® �a EXISTING ANTENNA PLAN 22x34 SCALE: 1/2" = 1'-0" (E) B1 - UMTS/LTE700 LTE AWS, LTE WCS PANELANTENNA 11x17 SCALE: 1/4" = V-0" (E) C2 - LTE 1900/700 PANELANTENNA (TO BE REMOVED / REPLACED) (E) SCREEN WALL (E) A2 - ANTENNA MOUNT (TO BE REMOVED / REPLACED) — (E) Al - UMTS/LTE700 LTE AWS, LTE WCS PANELANTENNA SECTOR .X" 70 1 Oo (E) A2 - LTE 1900/700 PANELANTENNA (TO BE REMOVED / REPLACED) PLAN NORTH 1 at&t Your world. Delivered.) I-'L/AINO rl-CCr/AMr-L) D r . cNGINEERINC3, INC. own�ewaTonie 16928 WOODINVILLE-REDMOND RD NE, SUITE 210 WOODINVILLE, WA 98072 PHONE: 425.487.1732 WWW.CORNERSTONE-ENGR.COM :PROJECT INFO: SN61 PUGET DRIVE 1414 9th AVENUE N EDMONDS, WA 98020 SNOHOMISH COUNTY ISSUED FOR: �REV::DATE: =ISSUED FOR: Rv-J Q01-08-21 FINAL Q01-04-21 PRELIMINARY LDRAWN BY: CHK.: APV.: LJS MWO MWO CURRENT ISSUE DATE: 01-08-21 rLICENSURE: q��SLE), of wqS/�' p 32204 ►: FSSGISTE�N��:/ ONAL �♦ :JURISDICTIONAL APPROVAL: 1-11-2021 RECEIVED Jan 27 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROPRIETARY INFORMATION: DRAWING TITLE: LnRA\A/INI(, NII IKARP:R- CEI JOB NUMBER: 5G NR 1 SR 20-56009 GROUNDING KEYED NOTES 1 EXISTING GROUND BUSS BAR, TYP. EXISTING #2 STRANDED GREEN INSULATED COPPER GROUND LEAD FROM 3 EQUIPMENT TO GROUND BUSS BAR (V.I.F.) EXISTING #2 STRANDED GREEN INSULATED COPPER GROUND LEAD FROM 5 GROUND BUSS BAR TIED INTO THE EXISTING GROUNDING SYSTEM. 6 PROPOSED LUG GROUND CONNECTION TO EQUIPMENT. SEE DETAIL 9/E-1.1 (E) DC2 SURGE PROPOSED B5 RRH SUPPRESSOR (1 PER SECTOR, TOTAL OF 3) (3 PER SECTOR, TOTAL OF 9) (E) 700MHz RRH (1 PER SECTOR, TOTAL OF 3) PROPOSED #2 STRANDED GREEN INSULATED COPPER GROUND LEAD FROM 9 EQUIPMENT TO GROUND BUSS BAR. PROPOSED AWS RRH 6 (1 PER SECTOR, TOTAL OF 3) II II (E) WCS RRH (1 PER SECTOR, TOTAL OF 3) II II II III i /------------ Q GROUNDING NOTES (E) PANEL ANTENNA �F,P o e�F�P F/P F/P F/P F/P F/P F/P F/P F/P F/P F/P :F/ (2 PER SECTOR, TYP OF 6) I I I 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 14,1 I (E) FLEXI RRH ;\ (1 PER SECTOR, TOTAL OF 3) 2. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED o BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURER'S PRACTICES FOR � GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT II II FROM TOWER OR POLE USING MFR'S PRACTICES. � 5 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. o II II REPRESENTATIVE. I I I I (E) 1900MHz RRH 5. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION (E) BUILDING (1 PER SECTOR, TOTAL OF 3) AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. II II o 0 6. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING ° SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED AT&T (E) CHIMNEY o � WIRELESS, LLC. 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. LEGEND SYMBOL DESCRIPTION NOTE: O GROUND INSPECTION WELL ALL GROUNDING WIRE RUNS AND ® COPPER GROUND ROD CONNECTIONS, BOTH ABOVE AND COMPRESSION LUG N, BELOW GRADE, SHALL BE LOCATED INSIDE OF THE LEASE AREA LINE. A CADWELD CONNECTION - (D- - - --a - - -0- PLAN NORTH SIDE SPLICE CADWELD FIELD VERIFY & TIE INTO EXISTING GROUNDING SYSTEM SCHEMATIC GROUNDING PLAN 22x34 SCALE. 1 - - 1 -011 x17 SCALE: 1 /2 - - 1 -0 at&t Your world. Delivered. I-'LMIVJ I- Mr—r'MMEL) D T . 41=!Oi�tIVEi�13TOIVE 16928 WOODINVILLE-REDMOND RD NE, SUITE 210 WOODINVILLE, WA 98072 PHONE: 425.487.1732 WWW.CORNERSTONE-ENGR.COM :PROJECT INFO: j= ISSUED SN61 PUGET DRIVE 1414 9th AVENUE N EDMONDS, WA 98020 SNOHOMISH COUNTY FOR: WASHINGTON REV:=DATE:—ISSUED FOR: I Rv J A01-08-21 FINAL A01-04-21 PRELIMINARY `DRAWN BY: CHK.: APV.: LJS MWO MWO CURRENT ISSUE DATE: 01-08-21 ^LICENSURE: . SLEy+-4 OF �Sh%p '-,0111111p, /� ' 32204 ►OkFGISTER��, ZONAL :JURISDICTIONAL APPROVAL: 1-11-2021 RECEIVED Jan 27 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROPRIETARY INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE: LnRA\A/INIr Nil IKARP:R- CEI JOB NUMBER: 5G NR 1 SR 20-56009 EQUIPMENT CHASSIS / — (2) 3/8"0 SS HEX NUT HYLUG CONNECTOR INSTALLATION GROUNDING BUSS BAR / INSTRUCTIONS: CABLE RACEWAY all (#2) TWO HOLE 1. SELECT PROPER HYLUG FOR THE WIRE SIZE USED. COMPRESSION LUG 2. STRIP CABLE OF INSULATION TO A LENGTH EQUAL GROUND WIRE STUD (TYP OF 2 @ TO THE BARREL OF THE CONNECTOR. NO -LUX ANTI -OXIDIZING FRONT AND BACK OF CABINET) 3. INSERT CABLE FULLY INTO CONNECTOR. COMPOUND 4. APPLY THE PROPER NUMBER OF CRIMPS AS SHOWN BY NUMBER OF COLORED BANDS. CLEAR HEAT SHRINK ON 5. CRIMP FROM TONGUE END OF CONNECTOR COMPRESSION LUGS TOWARD CABLES FOR TERMINALS AND CENTER SPLICE TOWARD CABLE FOR BUTT SPLICES 3/8"0 STAR WASHER #2 STRANDED GREEN REQUIRING MORE THAN ONE CRIMP PER END. INSULATED COPPER GROUND LEAD TO BUSS BAR OR #2 HYLUG TYPE YGA CONNECTOR IS PRE -FILLED WITH SOLID BARE TINNED COPPER PENETROX COMPOUND AND STRIP SEALED. PLAN TO (E) GROUNDING SYSTEM BURNDY HYDRAULIC DIE SET #U1CRT-1/U1 1T. NOTE: FOR GROUNDING CONNECTIONS TO PAINTED CABINETS CHASSIS, GRIND OFF ALL ENAMEL COATINGS TO BARE METAL AT LUG CONTACT AREA PRIOR TO MAKING BOLTED LUG CONNECTION. APPLY NO -LUX TO ALL EXPOSED BARE METAL. NOT USED 12 NOT USED 11 GROUND LUG CONNECTION 9 22x34 SCALE: NTS 11 x17 SCALE: NTS 22x34 SCALE: NTS 11 x17 SCALE: NTS 22x34 SCALE: NTS 11 x17 SCALE: NTS GROUND BAR ATTACHMENT: COAXIAL GROUND KITS W/ LONG BARREL COMPRESSION CONCRETE SUBSTRATE: (4) 3/8" 0 HILTI TZ EXPANSION ANCHORS DOUBLE LUGS, ATTACH TO WITH 2" MINIMUM EMBEDMENT. GROUND BAR & INSTALL BY ANTENNA CONTRACTOR WOOD FRAMED SUBSTRATE: (4) 3/8" 0 LAG SCREWS WITH 2" MINIMUM (CADWELD TYPE-GL) EMBEDMENT (ADD BLOCKING IF NECESSARY. CLEAR HEAT SHRINK - 4"x 24"x 1/4" THK COPPER SOLID CMU WALL: (4) 3/8" 0 HILTI TZ EXPANSION ANCHORS ON COMPRESSION LUGS GROUND BAR. INSTALLED WITH 2" MINIMUM EMBEDMENT. BY GENERAL CONTRACTOR A HOLLOW CMU WALL: (4) 3/8" 0 HILTI HIT HY-20 WITH HIT -A o Z [b] STANDARD RODS. (3 3/8" EMBEDMENT) 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 0 - NOTE: o D PROVIDE ELECTRICAL O O O O O O O O O O O O O O O O U COAT ALL MECHANICAL CONNECTIONS ISOLATORS @ O O O O O O O O O O O O O O O O O O W/ "NO -LUX" OR APPROVED EQUAL CONNECTION (TYP) 0 0 24" FIELD VERIFY #2 SOLID BARE TINNED COPPER WIRE CADWELD TYPE-GL TYPICAL GROUND BUSS BAR CONNECTIONS 7 22x34 SCALE: NTS 11 x17 SCALE: NTS o ® � o TYPE GL LUG TYPE GR itTYPE PT Z�§ IIII I TYPE GT TYPE SS TYPE VS NOTE: CADWELD "TYPES" SHOWN ABOVE ARE EXAMPLES - CONSULT WITH PROJECT MANAGER FOR SPECIFIC TYPES OF CADWELDS TO BE USED FOR THIS PROJECT. CADWELD DETAIL 4 NOT USED 3 NOT USED 22x34 SCALE: NTS 111 x17 SCALE: NTS 22x34 SCALE: NTS 11 x17 SCALE: NTS 22x34 SCALE: NTS 11 x17 SCALE: NTS at&t Your world. Delivered. I"LF11NJ I'I'CE:r-M'CCU D T . GINEERINO, INC. -� CNOPINERSIMNE 16928 WOODINVILLE-REDMOND RD NE, SUITE 210 WOODINVILLE, WA 98072 PHONE: 425.487.1732 WWW.CORNERSTONE-ENGR.COM PROJECT INFO: F= ISSUED SN61 PUGET DRIVE 1414 9th AVENUE N EDMONDS, WA 98020 SNOHOMISH COUNTY FOR: WASHINGTON REV:=DATE:—ISSUED FOR: I Rv J Q0 01-08-21 FINAL Q1 01-04-21 PRELIMINARY `DRAWN BY: CHK.: APV.: LJS I MWO MWO CURRENT ISSUE DATE: 01-08-21 ^LICENSURE: I� �SLEy+� o& moo -p 32204 ►O��FGISTER��/ ►S/ONAL EN�� :JURISDICTIONAL APPROVAL: 1-11-2021 RECEIVED Jan 27 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROPRIETARY INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE: LnpA1A/Inlr nil IKARFR- E�l ■ 1 0 CEI JOB NUMBER: 5G NR 1SR 20-56009