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APPROVED PLN BLD ENG BLD2021-0621+Architectural_Plan+4.30.2021_4.16.18_PM+2174202I H11 ALL WORK SUBJECT APPROVED BY PLANNING TO FIELD INSPECTION FOR CODE COMPLIANCE,-i`—" May 19 2021 OBTAIN ELECTRICAL ■ PERMIT FROM STATE LABOR & INDUSTRIES APPROVED veri PLANS MUST BE ON JOB SITE ENGINEERING DIVISION APPROVED AS NOTED 2s� 05/13/2021 PROJECT NAME: Equipment approved on PROJECT LOCATION: private property only. FUZE PROJECT ID ELIGIBLE FACILITIES REQUEST zon1v SEA EDMONDS 1002ND AVE S EDMONDS, WA 98020 16226377 VICINITY MAP PROJECT INFORMATION AAc JURISDICTION: CITY OF EDMONDS LATITUDE: 47'48'42.79"N r f�,ao r ZONING CLASS: BD2 (DOWNTOWN MIXED COMMERCIAL) 47.811888* PARCEL ID: 00454800200901 LONGITUDE: 122'22'51.99"W 9aron FAY N.Y.N 00454800201100-122.381111' CD 00454800201000 GROUND ELEVATION, 22.0' AMSL s, 9 e .� TIRE, SEC 23, TWIN 27N, RNG 3E STRUCTURE HEIGHT: 45'-0" (TOP OF BUILDING) Edmonds,,,PARCEL SIZE: 0.15 ACRES HIGHEST APPURTENANCE: 53'-11" (TOP OF ANTENNA) in Passenger Termaiw a sW 0.17 ACRES Ierh"'9 Ro IEdmolds © OO cone o'117 ryso 0.01 ACRES BracketSouth's \ O United Slates La°°'°' South Postal Service � SCOPE OF WORK = Edm Municipal VERIZON WIRELESS PROPOSES TO MODIFY AN EXISTING WIRELESS FACILITY WITH THE FOLLOWING SCOPE OF WORK: a f •' Ce Rick St.— Europe nlannl � Pleze REMOVE (9) PANEL ANTENNAS S yTE Rtsty Pelican Cale REMOVE (1) 1-5/8"0 COAX CABLES OPmQ Edmonds Slawn A © ' Q° REMOVE (1) 6x12 HYBRID CABLE I Chanterelle Edmonds REMOVE (2) 2x4 HYBRID CABLES South - Snob Count REMOVE (3) AWS RRU'S (RRUS12 B66) AT ANTENNAS 9EdmondsBakery REMOVE (1) 6-PORT OVP AT ANTENNAS Idmonea Kingston m.,n > , Q © • REMOVE (2) SECTOR BOXES AT ANTENNAS Cascaeia An Museum Q° Ferry Toll Booth REMOVE (6) DIPLEXERS AT ANTENNAS } g Q Starbucks Epulo Bisvo REMOVE (12) 700 IN -CABINET RADIOS (RUL700 B13) AT EQUIPMENT Red Twlq tale REMOVE (3) 850 RRIE'S (RRUS2212 35) AT EQUIPMENT r m Q REMOVE (3) PCS RRU'S (RRUS32 B2) AT EQUIPMENT �A,e pn�e w and Bakery REMOVE (3) AWS RRU'S (RRUS32 B66) AT EQUIPMENT Dayton St Dayton St 6 © Sarsh Sea Brewin REMOVE (2) 6-PORT OVP'S AT EQUIPMENT O O 15 . REMOVE (6) DIPLEXERS (E15V95PO3) AT EQUIPMENT ©Cnannel Marker 3 s 9 ADD (3) PANEL ANTENNAS American Brewing •, © Cananno Gelato cal • ADD (3) LS6 ANTENNAS Company Inc a y ADD (3) 12x24 HYBRID CABLES is V w ADD (2) DUAL MOUNT BRACKETS a ADD (3) PCS RRU'S (RRUS32 32) AT ANTENNAS eestwesternPmso ADD (3) AWS RRU'S (RRUS32 B66) AT ANTENNAS Edmonds Harbm Inn / 3 ADD (3) 850/700 RRU'S (RRU4449 B5/B13) AT ANTENNAS r— 9Harbor Square u, - ADD (3) 12-PORT OVP'S AT ANTENNAS Athletic Club n ADD (3) RACK MOUNTED 12-PORT OVP'S TO EXISTING RACK AT EQUIPMENT Ald. sa ADD (12) DUMMY BLOCKS TO EXISTING BNB CABINET AT EQUIPMENT 3 DRIVING DIRECTIONS CONTACTS (FROM SEATAC INTERNATIONAL AIRPORT) PROPERTY OWNER: APPLICANT: HASSHB LLC RENA PEYTON • MERGE ONTO 1-5 N. 3727 S 194TH ST VERIZON WIRELESS • USE THE RIGHT 2 LANES TO TAKE EXIT 177 TO MERGE ONTO WA-104 W/NE 205RH ST/LAKE BALLINGER WAY. SEATAC, WA 98188 3245 158TH AVE SE, ME 231 • MERGE ONTO WA-104 W/NE 205TH ST/LAKE BALLINGER WAY. BELLEVUE, WA 98009 • KEEP RIGHT TO CONTINUE ON WA-104 W/EDMONDS WAY, FOLLOW SIGNS FOR KINGSTON FERRY. PHONE: (425) 603-2272 • TURN RIGHT ONTO DAYTON ST. • TURN LEFT AT THE 1ST CROSS STREET ONTO 2ND AVE S. • DESTINATION IS ON THE LEFT. PROFESSIONAL OF RECORD: APPLICANT AGENT: PERMITTING CONTACT: BERT WHITE JULEI CAMPOS AILEEN ZAVALES LYNX CONSULTING, INC LYNX CONSULTING, INC LYNX CONSULTING, INC 17311 135TH AVE NE, SUITE A-100 17311 135TH AVE NE, SUITE A-100 17311 135TH AVE NE, SUITE A-100 WOODINVILLE, WA 98072 WOODINVILLE, WA 98072 WOODINVILLE, WA 98072 PHONE: (253) 230-2335 PHONE: (206) 388-7611 PHONE: (206) 972-1368 bwhitealynxconsulting.org jcampos@lynxconsulting.org ozovales@lynxconsulting.org SHEET T-1 N-1 C-1 A-1 A-2 A-3 A-4 A-5 A RF-1 RF-2 RF-3 City Of Edmonds Building Department Work CELL -TOWER AND SITE ALTERATIONS Address r 100 2ND AVE S Owner VERIZON -------------------- ---------------------------, Approved Date: ; 5/17/2021 ____________- Building Official D07LOM-um W. X__V#*xM_ J ---------------------------------- Permit Number BLD2021-0621 ------------------------------------------- LIST OF DRAWINGS DESCRIPTION COVER SHEET GENERAL NOTES PROPOSED SITE PLAN PROPOSED ROOF PLAN EXISTING AND PROPOSED EQUIPMENT ROOM PLANS EXISTING AND PROPOSED ELEVATIONS EXISTING AND PROPOSED ELEVATIONS CONSTRUCTION DETAILS CONSTRUCTION DETAILS EXISTING ANTENNA CONFIGURATION PROPOSED ANTENNA CONFIGURATION PROPOSED IT DIAGRAM LEGAL DESCRIPTION GEPHARTS 1ST ADD TO EDMONDS BLK 002 D-01 - ALL OF LOT 9 & 10 LESS W 17 FT OF N40FT. GEPHARTS 1ST ADD TO EDMONDS BLK 002 D-00 - LOTS 11 & 12 GEPHARTS 1ST ADD TO EDMONDS BLK 002 D-00 - W 17 FT OF N 40 FT LOT 10 BLK 2. CODE COMPLIANCE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT CONDITIONS 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 THESE CODES: WASHINGTON STATE AND LOCAL BUILDING CODES WITH THE FOLLOWING REFERENCE CODE: 2018 INTERNATIONAL BUILDING CODE (IBC) 2018 INTERNATIONAL MECHANICAL CODE (IMC) 2018 INTERNATIONAL FIRE CODE (IFC) 2017 NATIONAL ELECTRIC CODE (NFPA 70) ANSI/TIA-222-H (REVISION H) 110aN1011IN/H* TITLE SIGNATURE.-TE REPRESENTATIVE RF ENGINEER PROPERTY OWNER verizon IMPLEMENTATION TEAM/CLI FIT MULYN� DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING, INC. NEITHER LYNX CONSULTING, INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. REV DATE DESCRIPTION 1 1 03/18/21 I ISSUED FOR SUBMITTAL I 1 I 03/10/21 I ISSUED FOR REVIEW PROJECT: SEA EDMONDS 100 2ND AVE S EDMONDS, WA 98020 COVER SHEET FUZE PROJECT ID: DATE: 16226377 03/02/21 DRAFTER: PROFESSIONAL OF RECORD THE_- 4ay 0 20 L '� CITY OF MONDS DEPARTMENT GENERAL NOTES CONCRETE NOTES 1. THESE DOCUMENTS ARE FOR THE DESIGN OF AN UNMANNED TELECOMMUNICATIONS FACILITY. THE FACILITY SHALL BE 21. ALL ITEMS NOT LISTED AS "EXISTING" OR "PROVIDED BY OTHERS" ARE TO BE SUPPLIED AND INSTALLED BY THE 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI-318. USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. THE CONTRACTOR. FACILITY WILL NOT BE OPEN TO THE PUBLIC AND SHALL HAVE RESTRICTED ACCESS TO THE WIRELESS CARRIER'S 2. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH PERSONNEL AND SERVICE EQUIPMENT. 22. ALL MATERIALS FURNISHED UNDER THIS CONTRACT SHALL BE NEW, UNLESS OTHERWISE NOTED. CHAPTER 19 OF THE IBC 2018, STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS verizon FOLLOWS. 2. THE WIRELESS CARRIER CERTIFIES THAT THIS TELECOMMUNICATIONS FACILITY WILL BE SERVICED ONLY BY THE CARRIER'S 23. WHERE EXISTING MATERIALS ARE RE -USED, THE CONTRACTOR SHALL ENSURE THAT ALL OF THE EXISTING MATERIALS ARE EMPLOYEES AND THEIR SUB -CONTRACTORS, FOR INSPECTION AND REPAIR PURPOSES ONLY. FREE FROM DEFECTS OR HAVE BEEN REPAIRED TO LIKE NEW CONDITION. TYPE OF CONSTRUCTION 28 DAY STRENGTH W/C RATIO MINIMUM CEMENT (fo) CONTENT PER 3. ON AVERAGE THE WIRELESS CARRIER'S EMPLOYEES OR SUB -CONTRACTORS (TYPICALLY ONE PERSON) WILL VISIT THE 24. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP. THE CONTRACTOR SHALL REPAIR CUBIC YARD IMPLEMENTATION TEAM/CLr11T WIRELESS FACILITY TWO TIMES PER MONTH FOR A DURATION OF APPROXIMATELY ONE HOUR. OR REPLACE AT THEIR EXPENSE ALL WORK THAT MAY DEVELOP DEFECTS IN MATERIALS OR WORKMANSHIP WITHIN ONE YEAR AFTER FINAL ACCEPTANCE OF THE ENTIRE PROJECT OR A PREDETERMINED PERIOD OF TIME (AS NEGOTIATED WITH SLAB ON GRADE 3,000 PSI `- 0.45 5 1/2 SACKS 4. THIS FACILITY IS UNMANNED AND IS NOT FOR HUMAN HABITATION (NO ADA ACCESS IS REQUIRED). THE PROPERTY OWNER AND WIRELESS CARRIER), WHICHEVER IS GREATER. TOPPING SLABS CONCRETE PIERS 5. THIS FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY. 25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING CONSTRUCTION AND REPAIR ALL DAMAGES BETTER THAN NEW CONDITION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DAMAGE TO THE ALL STRUCTURAL CONCRETE 4,000 PSI `- 0.45 6 1/2 SACKS SITE 6. NO POTABLE WATER SUPPLY IS TO BE PROVIDED TO THIS FACILITY. BUILDING SITE OR ANY ADJACENT STRUCTURES. THE PROPERTY OWNER SHALL BE SOLE AND FINAL JUDGE AS TO THE QUALITY OF THE REPAIRED CONSTRUCTION. ANY REPAIRS OR MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE AT CONCRETE WALLS 4,000 PSI `- 0.45 6 1/2 SACKS Ell LY 7. NO WASTE WATER WILL BE GENERATED FROM THIS FACILITY. THE EXPENSE OF THE CONTRACTOR. J CEMENT SHALL BE ASTM C150, PORTLAND CEMENT TYPE II U.N.O. 8. NO SOLID WASTE WILL BE GENERATED FROM THIS FACILITY. 26. THE EXISTING CONDITIONS REPRESENTED HEREIN ARE BASED ON VISUAL OBSERVATIONS AND INFORMATION PROVIDED BY OTHERS. LYNX CONSULTING INC. CANNOT GUARANTEE THE CORRECTNESS NOR COMPLETENESS OF THE EXISTING 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE METHODS AND 9. WORK SHALL COMPLY WITH ALL APPLICABLE STATE AND FEDERAL CODES, ORDINANCES AND REGULATIONS. ALL CONDITIONS AS SHOWN AND ASSUMES NO RESPONSIBILITY THEREOF. THE CONTRACTOR AND SUB -CONTRACTORS SHALL PROCEDURES OF CONCRETE PLACEMENT. DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL NECESSARY LICENSES, CERTIFICATES, ETC., REQUIRED BY AUTHORITY HAVING JURISDICTION SHALL BE PROCURED AND VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS AS REQUIRED FOR PROPER EXECUTION OF THE PROJECT. THE PAID FOR BY THE CONTRACTOR. CONTRACTOR AND SUB -CONTRACTORS SHALL REPORT ANY CONFLICTS OR DISCREPANCIES TO THE ENGINEER PRIOR TO 4. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR -ENTRAINED DRAWINGS AND ADVISE CONSULTANTS of ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK CONSTRUCTION. WITH AN AIR -ENTRAINMENT AGENT CONFORMING TO ASTM C260, C494, C989, AND C1017, SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITrEN 10. WORK SHALL COMPLY WITH ALL MANUFACTURER'S RECOMMENDED SPECIFICATIONS. THE CONTRACTOR SHALL FOLLOW TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE IBC 2018. APPROVAL. ALL PREVIOUS ISSUES of THIS DRAWINGS ARE SPECIFICATIONS SHOWN IN THESE DOCUMENTS, ONLY WHEN THOSE SPECIFICATIONS ARE MORE STRINGENT THAN THE 27. THE CONTRACTOR SHALL CALL FOR UTILITY LOCATES, VERIFY LOCATIONS AND MARK ALL BURIED UTILITIES PRIOR TO SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND MANUFACTURER'S. PERFORMING ANY EXCAVATIONS OR GRADING ACTIVITIES. 11. WHERE ONE DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE OR SIMILAR CONDITIONS, EVEN 28. DO NOT SCALE THESE DRAWINGS. DIMENSIONS ARE EITHER TO THE FACE OF FINISHED ELEMENTS OR TO THE 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 INCLUDING SUPPLEMENTS S1 , GRADE ( ) 60, f=60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHAD BE GRADE 40, fy-40,000 PSI. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS SPECIFICATIONS REMAIN THE PROPERTY of LYNX CONSULTING, INC. NEITHER LYNX CONSULTING, INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. THOUGH NOT SPECIFICALLY MARKED ON THE DRAWINGS OR REFERRED TO IN THE SPECIFICATIONS, UNLESS OTHERWISE CENTERLINE OF ELEMENTS, UNLESS OTHERWISE NOTED. CRITICAL DIMENSIONS SHALL BE VERIFIED AND THE ENGINEER TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM NOTED. SHALL BE NOTIFIED OF ANY DISCREPANCIES IMMEDIATELY. A615(S1) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. D14 ARE SUBMITTED. 12. IN EVERY EVENT, THESE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL BE INTERPRETED AS A MINIMUM 29. LYNX CONSULTING INC. HAS NOT CONDUCTED, NOR DOES IT INTEND TO CONDUCT ANY INVESTIGATION AS TO THE ACCEPTABLE MEANS OF CONSTRUCTION. HOWEVER, THIS SHALL NOT RELIEVE THE CONTRACTOR, SUB -CONTRACTOR, PRESENCE OF HAZARDOUS MATERIALS, INCLUDING, BUT NO LIMITED TO, ASBESTOS WITHIN THE CONFINES OF THIS AND/OR SUPPLIER/MANUFACTURER FROM PROVIDING A COMPLETE AND CORRECT JOB WHEN ADDITIONAL ITEMS ARE PROJECT. LYNX CONSULTING INC. DOES NOT ACCEPT RESPONSIBILITY FOR THE INDEMNIFICATION, REMOVAL, OR ANY REQUIRED TO THE MINIMUM SPECIFICATION. IF ANY ITEMS NEED TO EXCEED THESE MINIMUM SPECIFICATIONS TO PROVIDE EFFECTS FROM THE PRESENCE OF THESE MATERIALS. IF EVIDENCE OF HAZARDOUS MATERIALS IS FOUND, WORK IS TO A COMPLETE, ADEQUATE AND SAFE WORKING CONDITION, THEN IT SHALL BE DEEMED AND UNDERSTOOD TO BE INCLUDED BE SUSPENDED AND THE PROPERTY OWNER NOTIFIED. THE CONTRACTOR IS NOT TO PROCEED WITH FURTHER WORK IN THE DRAWINGS. FOR EXAMPLE, IF AN ITEM AND/OR PIECE OF EQUIPMENT REQUIRES A LARGER WIRE SIZE (I.E. UNTIL INSTRUCTED BY THE PROPERTY OWNER IN WRITING. ELECTRICAL WIRE), STRONGER OR LARGER PIPING, INCREASED QUANTITY (I.E. STRUCTURAL ELEMENTS), REDUCED SPACING, AND/OR INCREASED LENGTH (I.E. BOLT/ BAR LENGTHS), THEN IT SHALL BE DEEMED AND UNDERSTOOD TO BE INCLUDED 30. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING 6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 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. 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-165. .0 vytr �. 1 OV WAS�I`dr M� `S O IN THE BID/PROPOSAL. THESE DOCUMENTS ARE MEANT TO SERVE AS A GUIDE AND ALL ITEMS REASONABLY INFERRED CONDITIONS, DIMENSIONS, AND UTILITIES ON SITE PRIOR TO THE COMMENCEMENT OF WORK. ALL DISCREPANCIES SHALL BE DEEMED TO BE INCLUDED. BETWEEN THESE DOCUMENTS AND THE EXISTING ONSITE CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE 8. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, GRADE 60, ENGINEER'S ATTENTION. NO CLAIM FOR ADDITIONAL COMPENSATION FOR WORK WHICH COULD HAVE BEEN FORESEEN BY fy-60,000 PSI. 13. SEE THE STRUCTURAL ANALYSIS BY OTHERS UNDER SEPARATE COVER FOR APPLICABLE CODE REFERENCES AND AN INSPECTION, WHETHER SHOWN ON THE CONTRACT DOCUMENTS OR NOT, WILL BE ACCEPTED OR PAID. PROPOSED DESIGN LOADS. 31. THE CONTRACTOR SHALL VERIFY AND COORDINATE SIZE AND LOCATION OF ALL OPENINGS FOR STRUCTURAL, MECHANICAL, SHALL 4 NO BY WOOTHRKS SEPARATE WITHOUT ITHER. THE APPROVED STRUCTURAL ANALYSIS REPORT (STAMPED AND SIGNED) PROVIDED ELECTRICAL, PLUMBING, CIVIL, OR ARCHITECTURAL WORK. UNDERCOMMENCE 32. THE CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST BETWEEN THE LOCATIONS OF ANY AND ALL MECHANICAL, 9. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY DO DETAILED OR APPROVED BY THE ENGINEER. 10. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: 51134 w� �L+'s �FGI STER�_�'�� S'IoNAL 15. THE CONTRACTOR, PRIOR TO INSTALLATION OF ANTENNAS, EQUIPMENT, AND/OR COAX CABLES, SHALL REVIEW THE ELECTRICAL, PLUMBING, OR STRUCTURAL ELEMENTS AND THAT ALL REQUIRED CLEARANCES FOR THE INSTALLATION AND FOOTINGS AND OTHER UNFORMED 3" APPROVED STRUCTURAL ANALYSIS AND MODIFY, IF REQUIRED, ALL APPLICABLE MEMBERS AS INDICATED IN THE CERTIFIED MAINTENANCE ARE MET. IN THE CASE OF ANY CONFLICTS, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. THE SURFACES, EARTH FACE STRUCTURAL ANALYSIS. ENGINEER HAS THE RIGHT TO MAKE MINOR MODIFICATIONS IN THE DESIGN OF THE FACILITY WITHOUT THE CONTRACTOR GETTING ADDITIONAL COMPENSATION. FORMED SURFACES EXPOSED (#6 BARS OR LARGER) 2" 16. THESE DESIGN DOCUMENTS AND SPECIFICATIONS SHALL NOT BE CONSTRUED TO CREATE A CONTRACTUAL RELATIONSHIP OF ANY KIND BETWEEN THE ENGINEER AND THE CONTRACTOR. 33. IF THE CONTRACTOR OR SUB -CONTRACTORS FIND IT NECESSARY TO DEVIATE FROM THE ORIGINAL APPROVED PLANS, TO EARTH OR WEATHER (#5 BARS OR SMALLER) 1-1/2" REV DATE DESCRIPTION THEN IT IS THE CONTRACTOR'S AND THE SUB -CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE ENGINEER WITH COPIES 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEANUP OF ALL TRADES AND REMOVE ALL DEBRIS FROM THE OF THE PROPOSED CHANGES FOR THEIR APPROVAL BEFORE PROCEEDING WITH THE WORK. IN ADDITION, THE SLABS AND WALLS (INTERIOR FACE) 3/4" - CONSTRUCTION SITE. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL THOROUGHLY CLEAN THE BUILDING, CONTRACTOR AND SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM THE SITE AND ANY SURROUNDING AREA TO BETTER THAN EXISTING CONDITION. BUILDING AUTHORITIES FOR THE PROPOSED CHANGES BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR AND 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM - 18. THE CONTRACTOR SHALL ADEQUATELY BRACE AND PROTECT ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BUILDING AUTHORITIES DURING EXECUTION OF THE WORK. 12. ANCHOR BOLTS TO CONFORM TO ASTM A307. BREAKAGE, COLLAPSE, ETC., ACCORDING TO APPLICABLE CODES, STANDARDS AND BEST CONSTRUCTION PRACTICES. 13. NON -SHRINKING GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL - - - 19. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL SITE CONDITIONS AND INSTALLATIONS. BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON 20. WHERE NEW PAVING, CONCRETE SIDEWALKS, OR PATHS MEET EXISTING CONSTRUCTION, THE CONTRACTOR SHALL MATCH WHICH IT IS PLACED (3,000 PSI MINIMUM). - - - THE EXISTING SLOPE AND ELEVATION AS TO MAINTAIN A SMOOTH TRANSITION. 14. ALL EXPANSION ANCHORS TO BE HILTI BRAND. ADHESIVE ANCHORS REQUIRE TESTING TO CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER. - - - SPECIAL INSPECTIONS STRUCTURAL STEEL NOTES LEGEND - - - RECOMMENDED TESTING AGENCY: PHONE: (_) (A WABO-CERTIFIED SPECIAL INSPECTION AGENCY IS REQUIRED) 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE CONSULTANT FOR REVIEW PRIOR TO FABRICATION. 2 03/18/21 ISSUED FOR SUBMITTAL THE OWNER, OR THE OWNER'S AGENT, IS REQUIRED TO HIRE AN INDEPENDENT TESTING/INSPECTION AGENCY TO PERFORM REQUIRED SPECIAL INSPECTIONS. 2. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING FIELD WELDING, HIGH STRENGTH FIELD BOLTING, EXPANSION BOLTS, AND THREADED EXPANSION ANCHORS) SHALL BE BASED ON A.I.S.I "SPECIFICATION SHEET NUMBER SHEET NUMBER 1 03 10 21 // ISSUED FOR REVIEW FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" LATEST EDITION. PROJECT: THE INDEPENDENT AGENCY HIRED TO PERFORM THE DUTIES OF SPECIAL INSPECTION IS REQUIRED TO BE A REGISTERED AGENCY WITH SUPERVISION SHALL BE IN ACCORDANCE WITH IBC 2018 CHAPTER 22, BY A QUALIFIED TESTING AGENCY L WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WART), UNDER THE SPECIAL INSPECTION REGISTRATION PROGRAM (SIRP) STANDARD DESIGNATED BY THE ENGINEER. THE ENGINEER SHALL BE FURNISHED WITH A COPY OF ALL INSPECTION REPORTS A-2 _ _ A-2 NO. 1701 OR MOST CURRENT ADOPTED SPECIAL INSPECTION STANDARD PUBLISHED BY WABO. AND TEST RESULTS. 2 2 SEA SPECIAL INSPECTOR MUST BE CONTACTED IN ADVANCE OF ANY WORK NOTED BELOW. IT IS THE RESPONSIBILITY OF THE OWNER OR 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: I� OWNER'S DESIGNEE TO NOTIFY THE SPECIAL INSPECTION AGENCY AND SCHEDULE A BUILDING INSPECTION IN A TIMELY MANNER. COPIES OF ALL INSPECTION REPORTS MUST BE POSTED ON SITE AND SUMMARY LETTERS SUBMITTED TO THE BUILDING INSPECTION TYPE OF MEMBER DETAIL NUMBER DETAIL NUMBER EDMONDS SUPERVISOR. UNRESOLVED NON-CONFORMANCIES MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE MUNICIPALITY'S INSPECTOR. REQUIRED INS2018 INTERNATIONAL BUILLDINGSPECIAL CODE; SECTIO SDNS 1701, 1704, & 1705 WIDE FLANGE SHAPE S ASTM A992, fy 50 KSI PPEECOLUMNS SPES,PATES AND RODS ASTM A53, ?Y.35 KSI , 100 2ND AVE S EDMONDS, WA 98020 ❑ STRUCTURAL STEEL (1705.2; AISC 360) ❑ SPRAYED FIRE -REST MATERIALS (1705.3) ❑ STEEL - OTHER THAN STRUCTURAL STEEL (1705.2.2) ❑ INTUMESCENT FIRE -RESIST CTGS (1705.14) STRUCTURAL TUBING ASTM A500, fy 46 KSI ANCHOR BOLTS ASTM A307 CONNECTION BOLTS ASTM A325 LARGE SCALE DETAIL SECTION DETAIL SHEET TITLE: ❑ STRUCTURAL CONCRETE (1705.3) ❑ EIFS (1705.15) 4. ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER A123/A123M-00. ❑ REINF. STEEL/PRESTRESSING TENDONS (1705.3) ❑ POST -INSTALLED ANCHORS (1705.3; AISC 315: D.9.2) 5. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.I. AND AWS STANDARDS AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS USING E70 XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY AWS) SHALL El SHOTCRETE ( 1705.3; 1910) ❑ SMOKE CONTROL (1705.17) BE USED. WELDING OF GRADE 60 REINFORCING BARS REQUIRED) SHALL PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING CING BARS (IF REQUIRED) SHALL BE PERFORMED GENERAL NOTES ❑ STRUCTURAL MASONRY (1075.4) ❑ STRUCTURAL STEEL (SFRS 1705.11.1; AISC 314) 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. TMS 402/ACI 530/ASCE 5; ❑ STRUCTURAL WOOD (SFRS 1705.11.2) 6. COLD -FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE AND GAGE SHOWN ON THE PLANS. TMS 602/ACI 530.1/ASCE 6 El COLD FORMED STEEL FRAMING (SFRS 1705.11.2) 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". O ❑ HIGH LOAD DIAPHRAGMS (WOOD 1705.5.1) ❑ ACCESS FLOORS (SFRS 1705.11.5.1) El GRADING, EXCAVATION, AND FILLING (SOILS 1705.6) El STORAGE RACKS (SFRS 1705.11.7) ❑ DRIVEN DEEP FOUNDATIONS (1705.7) ❑ ARCHITECTURAL COMPONENTS (SFRS 1705.11.5) 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4" DIAMETER) AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. 8, NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIAMETER ASTM A307 BOLTS UNLESS NOTED OTHERWISE. O FUZE PROJECT ID: 16226377 DATE: 03/02/21 DRAFTER: TNB PROFESSIONAL OF RECORD ❑ CAST -IN -PLACE DEEP FOUNDATIONS (1705.8) ❑ MECH. AND ELEC. COMPONENTS (SFRS 1705.11.6) 9. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE DESIGN AND CONSTRUCTION SPECIFICATION AND IN ACCORDANCE WITH ASTM A36 UNLESS NOTED OTHERWISE. o REVISIO [ r ❑ INSTALLATION OF PRECAST ELEMENTS (1705.3) ❑ SEISMIC ISOLATION SYSTEMS (SFRS 1705.11.8) El OTHER -------------------------- 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. Gall Before You Dig ay 03, CITY OF EDMONDS 2'"N 1- I I DEPARTMENT / NOTE: THIS IS NOT A SURVEY. ALL INFORMATION AND TRUE NORTH HAVE BEEN OBTAINED FROM EXISTING DRAWINGS AND JURISDICTIONAL CIS INFORMATION AND ARE APPROXIMATE. , / \ \ / EXISTING ADJACENT"",C \ PROPERTY LINE TYP / EXISTING VERIZON WIRELESS EQUIPMENT ROOM ON GRADE a!- BELOW PARKING DECK /, I FkST�'yc ! F,pry EXISTING CURB ! o / STOP TYR ! o pRQ FR/ Nc ! o / ��4F ♦♦ Nc � Qom/ � �<itiF ♦♦♦ PARCEL I ! �} 00454800201000 �� I I ♦♦♦ A-1 EXISTING ! Qik ♦♦ PARKI NG \ :.. LOT :.. ! // a�=e: N� '.a \ \ \ \ / ! �/ EXISTING VERIZON WIRELESS ! ! \ \ \ ♦♦ GENERATOR ON GRADE \ / ♦ ♦ BELOW PARKING DECK / ! \ \ V I \ PARCEL #: ! \ \ a 41 ♦♦♦ / No A ♦ Rop F ♦♦ \ \ \ xST/N ♦ ♦ ! \ \ FRS ♦ ♦ ♦ ♦ ! Q` 00454800200901 O 1 !! I I ! Q- ! ! O 1 '—EXISTING BUILDING I H11 verizon IMPLEMENTATION TEAM/CLI 11T NU LYN� DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING, INC. NEITHER LYNX CONSULTING, INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. I REV DATE DESCRIPTION 2 03/18/21 ISSUED FOR SUBMITTAL 1 03/10/21 ISSUED FOR REVIEW PROJECT: SEA EDMONDS 100 2ND AVE S EDMONDS, WA 98020 SHEET TITLE: PROPOSED SITE PLAN FUZE PROJECT ID: DATE: 16226377 03/02/21 DRAFTER: PROFESSIONAL OF RECORD TNB — — _ EF1Y _— 22"x34 SCALE: 1"= 10'-0" 11"x17" SCALE: 1"= 20'-0" 10' 5' 0' 10' 4ay 0 PROPOSED SITE PLAN I1 CITY OF nii nonn 21el-1 DEPARTMENT O EXISTING PARKING EXISTING PAD LOT MOUNTED TRANSFORMER v EXISTING BOLLARD O TYP EXISTING PARKING STRIPING TYP EXISTING VERIZON WIRELESS CABLE CHASE TO REMAIN O. PROPOSED VERIZON WIRELESS (3) 12x24 HYBRID CABLES TO FOLLOW EXISTING CABLE ROUTE EXISTING PROPERTY LINE EXISTING PROPERTY LINE Z PROPOSED VERIZON WIRELESS - PANEL ANTENNA MOUNTED TO EXISTING ANTENNA MOUNT ID (TYP OF 2) w a � I 0 z EXISTING VERIZON WIRELESS v~i AND SPRINT SHARED ANTENNA is w MOUNT TO REMAIN (TYP OF 2) PROPOSED VERIZON WIRELESS LS6 ANTENNA MOUNTED TO EXISTING TU!��EXISTING SPRINT C ABLE TRAY EXISTING VERIZON WIRELESS CABLE TRAY WITH (2) 1-5/8"0 MOUNT (TYP OF 3, 1 PER SECTOR) _ _ _ _ _ _ COAX CABLES TO REMAIN _ - PROPOSED VERIZON WIRELESS RRU MOUNTED TO EXISTING MOUNT (TYP OF 9, 3 PER SECTOR) EXISTING VERIZON WIRELESS �'ANTENNA MOUNT TO REMAIN PROPOSED VERIZON WIRELESS DUAL MOUNT BRACKET MOUNTED TO EXISTING ANTENNA MOUNT (TYP OF 2, BETA AND GAMMA SECTORS) EXISTING VERIZON WIRELESS PANEL ANTENNA TO REMAIN (TYP OF 3. 1 PER SECTOR) EXI L AN IVINA ANNAi 22"x34" SCALE: 1/4"= 1'-0" 11"xn" SCALE: 1/8"= 1'-0" 4• 2' 0' 4' EXISTING VERIZON WIRELESS CABLE TRAY WITH (2) 1-5/8"0 COAX CABLES TO REMAIN `L—r EXIS Cr WIRI EXISTING VERIZON WIRELESS-/ CABLE TRAY WITH (2) 1-5/8"0 COAX CABLES TO REMAIN EXISTING ACCESS Ez�- HATCH TING VERIZON :LESS DOGHOUSE EXISTING SPRINT ANTENNA TYP L PROPOSED V OVP MOUNTE MOUNT (TYP PROPOSED VERIZON WIRELESS PANEL ANTENNA MOUNTED TO — PROPOSED DUAL MOUNT BRACKET (TYP OF 4) EXISTING PROPERTY LINE EXISTING PROPERTY LINE EXISTINGjJI�IjJ DOGHOUS EXISTING PENTHOUSE z EXISTING T-MOBILE ANTENNA ARRAY verizon IMPLEMENTATION TEAM/CLI FIT NU LYN� DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING, INC. NEITHER LYNX CONSULTING, INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. REV DATE DESCRIPTION 2 03/18/21 ISSUED FOR SUBMITTAL 1 03/10/21 ISSUED FOR REVIEW PROJECT: SEA EDMONDS 100 2ND AVE S EDMONDS, WA 98020 SHEET TITLE: PROPOSED ROOF PLAN FUZE PROJECT ID: DATE: 16226377 03/02/21 DRAFTER: PROFESSIONAL OF RECORD FEB — _ EF1N _— EXISTING BUILDING 4ay 03, CITY OF EDMONDS 20Al— 1 PROPOSED ROOF PLAN 1 DEPARTMENT I HaI: ■ verizon 11'-3" 11'-3" IMPLEMENTATION TEAM/CLI fIT Z/ z N,(LYN^- EXISTING I//I EXISTING VERIZON EXISTING VERIZON VERZON WIRELESS WIRELESS WIRELESS HVAC UNIT BATTERY RACK POWER BAY (48 BATTERIES) EXISTING EXISTING VERIZON EXISTING VERIZON VERZON WIRELESS WIRELESS WIRELESS HVAC UNIT BATTERY RACK POWER BAY (48 BATTERIES) Do NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR G APPROVAL. ALL PREVIOUS ISSUES THIS DRAWINNGSS ARE N. ALL DRAWINGS AND SUPERSEDED BY THE LATEST REVISION. SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING, INC. NEITHER LYNX CONSULTING, INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF HVAC CLEAR I� ZONE EXISTING VERIZON WIRELESS — — — — — — RRU TO BE REMOVED (TYR OF 9, 3 PER SECTOR) HVAC CLEAR � ZONE I — — — — — — THIS PROJECT. 4���$ XI O EXISTING EXISTING VERIZON VERIZON EXISTING VERIZON WIRELESS EQUIPMENT WIRELESS WIRELESS MODCELL 1 MODCELL 3 RACK (TYP OF 2) CABINET EVDO CABINET EXISTING EXISTING VERIZON VERIZON WIRELESS WIRELESS EXISTING VERIZON WIRELESS EQUIPMENT MODCELL 1 MODCELL 3 RACK (lYP OF 2) CABINET EVDO CABINET a� a% �� �, 51134 9 w� SSIONAL PROPOSED VERIZON WIRELESS RACK MOUNTED 12—PORT OVP EXISTING VERIZON WIRELESS TELCO RACK EXISTING VERIZON WIRELESS EXISTING VERIZON (6) DIPLEXERS (E15V951`03) WIRELESS 6—PORT INSTALLED IN EXISTING RACK (TYR OF 3) EXISTING VERIZON WIRELESS TELCO RACK REV DATE DESCRIPTION TO BE REMOVED OVP TO BE REMOVED (TYP OF 2) EXISTING EXISTING VERIZON VERIZON — — — WIRELESS WIRELESS 6201 eNB 6201 eNB RADIO CABINET RADIO CABINET — — — EXISTING VERIZON WIRELESS (12) IN —CABINET RADIOS (RUL700 B13) TO BE REMOVED PROPOSED VERIZON WIRELESS (12) DUMMY BLOCKS INSTALLED IN EXISTING eNB CABINET 2 03/18/21 ISSUED FOR SUBMITTAL EXISTING VERIZON EXISTING VERIZON 1 03/10/21 ISSUED FOR REVIEW WALL MOUNTED WIRELESSNT WIRELESS WALL MOUNTED PROJECT: EQUIPMEQUMENT TYR EIP TYR SEA - - - - - HVAC CLEAR \�� - - - - - _, HVAC CLEAR \�� EDMONDS ZONE ZONE 100 2ND AVE S j EDMONDS, WA 98020 EXISTING I EXISTING SHEET TITLE: VERIZON 3'-0" CLEAR VERIZON 3'-0" CLEAR WIRELESS ZONE HVAC UNIT EXISTING WIRELESS ZONE TING HVAC UNIT /EXISTING EXISTING AND EXISTING DOOR I RILES WIRELESS POWER EXISTING VERIZON TRANSFORMER WIRELESS AC POWER FAIL RELAY EXISTING R VERILES WIRELESS POWER VERIZON TRANSFORMERAC POWER FAIL RELAY PROPOSED EQUIPMENT EXISTING BOLLARD EXISTING BOLLARD ROOM P �A N S FUZE PROJECT ID: 16226377 DATE: 03/02/21 EXISTING VERIZONZ�IIEXISTING VERIZON EXISTING VERIZON EXISTING VERIZON EXISTING VERIZON EXISTING VERIZON DRAFTER: PROFESSIONAL OF RECORD WIRELESS SERVICE WIRELESS POWER WIRELESS AC PANEL WIRELESS SERVICE WIRELESS POWER WIRELESS AC PANEL DISCONNECT TRANSFER SWITCH DISCONNECT TRANSFER SWITCH TNB REVISIO R. V Aay0 � �2 11"x17"SCALE 3/8--;-0 2' 1, of 2� EXISTING EQUIPMENT R00M PLAN 2 11"07"S�E 3/8=-;:-0 2. ,. G 2 PROPOSED EQUIPMENT ROOM PLAN 1 CITY MONDs DEPARTMENT NOTES: 1. NO WORK SHALL COMMENCE WITHOUT THE APPROVED STRUCTURAL ANALYSIS REPORT (SIGNED AND SEALED), PROVIDED BY OTHERS UNDER SEPARATE COVER. PRIOR TO THE INSTALLATION OF ALL TOWER MOUNTED EQUIPMENT AND EXISTING VERIZON WIRELESS CABLES, THE CONTRACTOR SHALL REVIEW THE APPROVED STRUCTURAL ANALYSIS AND MODIFY, IF REQUIRED, ALL PROPOSED VERIZON WIRELESS RRU AND SPRINTNTSHARED ANTENNA MOUNT TO REMAIN (TYP OF 2) verizon APPLICABLE MEMBERS AS REQUIRED BY THE CERTIFIED MOUNTED TO EXISTING MOUNT (TYP OF 9, 3 PER SECTOR) STRUCTURAL REPORT. PROPOSED VERIZON WIRELESS 2. THE CONTRACTOR SHALL INSPECT THE TOWER AND EXISTING EXISTING VERIZON WIRELESS EXISTING VERIZON WIRELESS LS6 ANTENNA MOUNTED TO MOUNTING HARDWARE AND MAKE THE ENGINEER OF RECORD ANTENNA MOUNT TO REMAIN EXISTING SPRINT PANEL PANEL ANTENNA TO REMAIN EXISTING T-MOBILE EXISTING ANTENNA MOUNT AWARE OF ANY DEFECTS OR DISCREPANCIES FROM THE ANTENNA TYR (TYP OF 3, 1 PER SECTOR) ANTENNA ARRAY TYP (TYP OF 3, 1 PER SECTOR) IMPLEMENTATION TEAM/CLI 11T APPROVED PLANS. TOP OF EXISTING SPRINT 3. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT PER THE PANEL ANTENNAS EXISTING TOP OF OF EXISTING AND PROPOSED MANUFACTURER'S SPECIFICATIONS. 53'-11" AGL PENTHOUSE VERIZON WIRELESS ANTENNAS EXISTING HVAC 53'-O" A UNIT TYP PROPOSED VERIZON WIRELESS PANEL NULY �, TOP OF EXISTING BUILDING V 45'-0" AGL PROPOSED VERIZON WIRELESS PROPOSED VERIZON WIRELESS ANTENNA MOUNTED TO EXISTING ANTENNA MOUNT (TYP OF 2) J 12-PORT OVP MOUNTED TO PANEL ANTENNA MOUNTED TO EXISTING ANTENNA MOUNT ,PROPOSED DUAL MOUNT BRACKET DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN (7YP OF 3, 1 PER SECTOR) row OF 4) 77 16 APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING, INC. NEITHER LYNX CONSULTING, INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. EXISTING BUILDING �� A,ND 4 of NVA SXf HF_�� �� ��GY O HARBOR BUILDING p 51134 �SIONAL FINISH GRADE 0'-0" AGL REV DATE DESCRIPTION 22"x34" SCALE: 1/8"= ,'-0" "x, PROPOSED E L EVAT I 0 N 1 - ,1 7" SCALE: 1 /16"= 1'-0" 8' 4' 0' 8 EXISTING VERIZON WIRELESS PANEL ANTENNA TO BE REMOVED - - (TYP OF 9, 3 PER SECTOR) f EXISTING VERIZON WIRELESS 6-PORT EXISTING VERIZON WIRELESS EXISTING SPRINT PANEL OVP TO BE REMOVED ANTENNA MOUNT TO RE ANTENNA TYP EXISTING VERIZON WIRELESS EXISTING VERIZON WIRELESS EXISTING VERIZON WIRELESS PANEL ANTENNA TO REMAIN AND SPRINT SHARED ANTENNA RRU TO BE REMOVED (TYP (TYP OF 3, 1 PER SECTOR) EXISTING T-MOBILE MOUNT TO REMAIN (TYP OF 2) TOP OF EXISTING SPRINT OF 3, 1 PER SECTOR) ANTENNA ARRAY TYP PANEL ANTENNAS EXISTING 2 03/18/21 ISSUED FOR SUBMITTAL 53'-11" AGL PENTHOUSE EXISTING HVAC RAD CENTER OF EXISTING F I F � UNIT TYP VERIZON WIRELESS ANTENNAS 51'-O" AGL I "1 1 03/10/21 ISSUED FOR REVIEW TOP OF EXISTING BUILDING EXISTING VERIZON WIRELESS PROJECT V 45'-0" AGL EXISTING VERIZONWIRELESS SECTOR DIPLEXER TO BE REMOVED BOX TO BE REMOVED (TYP OF 2, (TYP OF 6, 2 PER SECTOR) SEA BETA AND GAMMA SECTORS) EDMONDS 100 2ND AVE S EDMONDS, WA 98020 SHEET TITLE: EXISTING BUILDING EXISTING AND PROPOSED ELEVATIONS FUZE PROJECT ID: DATE: 777- L 16226377 03/02/21 DRAFTER: PROFESSIONAL OF RECORD TNB FINISH GRADE REVISIO [ . 0'-0" AGL . . a `/ O nr Lq� 3 r 22"x34" SCALE: 1/8"= 1'-0" EXISTING ELEVATION 1 CITY OF MONDS „•x,7" scALE: ,/,s"= ,'-0" s' 4' o' 6' DEPARTMENT NOTES: 1. NO WORK SHALL COMMENCE WITHOUT THE APPROVED STRUCTURAL ANALYSIS REPORT (SIGNED AND SEALED), PROVIDED BY OTHERS UNDER SEPARATE COVER. PRIOR TO THE INSTALLATION OF ALL TOWER MOUNTED EQUIPMENT AND CABLES, THE CONTRACTOR SHALL REVIEW THE APPROVED STRUCTURAL ANALYSIS AND MODIFY, IF REQUIRED, ALL APPLICABLE MEMBERS AS REQUIRED BY THE CERTIFIED STRUCTURAL REPORT. 2. THE CONTRACTOR SHALL INSPECT THE TOWER AND EXISTING MOUNTING HARDWARE AND MAKE THE ENGINEER OF RECORD AWARE OF ANY DEFECTS OR DISCREPANCIES FROM THE APPROVED PLANS. 3. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT PER THE MANUFACTURER'S SPECIFICATIONS. EXISTING VERIZON WIRELESS AND SPRINT SHARED ANTENNA MOUNT TO REMAIN (TYP OF 2) EXISTING T-MOBILE TOP OF EXISTING SPRINT ANTENNA ARRAY TYP PANEL ANTENNAS 53'-11" AGL TOP OF EXISTING BUILDING 45'-0" AGL INIS0H GRADE V 0'-" AGL BUILDING PROPOSED VERIZON WIRELESS PANEL ANTENNA MOUNTED TO EXISTING ANTENNA MOUNT (TYP OF 2) EXISTING PENTHOUSE EXISTING HVAC #�� UNIT TYP IOSED VERIZON WIRELESS ANTENNA MOUNTED TO 1NG ANTENNA MOUNT OF 3, 1 PER SECTOR) EXISTING VERIZON WIRELESS PANEL ANTENNA TO REMAIN (TYP OF 3, 1 PER SECTOR) TOP OF OF EXISTING AND PROPOSED VERIZON WIRELESS ANTENNAS 539 AGL PROPOSED VERIZON WIRELESS 12-PORT OVP MOUNTED TO EXISTING ANTENNA MOUNT (TYR OF 3, 1 PER SECTOR) PROPOSED VERIZON WIRELESS RRU MOUNTED TO EXISTING MOUNT (TYP OF 9, 3 PER SECTOR) EXISTING VERIZON WIRELESS CABLE CHASE WITH f1' 1-5/8"0 COAX CABLES TO REMAIN PROPOSED VERIZON WIRELESS (3) 12x24 HYBRID CABLES TO FOLLOW EXISTING CABLE ROUTE EXISTING PAD MOUNTED TRANSFORMER EXISTING BOLLARD verizon IMPLEMENTATION TEAM/CLI FIT NU LYNXK DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING, INC. NEITHER LYNX CONSULTING, INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. REV DATE DESCRIPTION 22"x34" SCALE: 1/8"= 1'-O" 11 "x 17" SCALE: 1 /16"=1 •-O" 8 4 08' PROPOSED ELEVATION 1 - EXISTING VERIZON WIRELESS PANEL - ANTENNA TO BE REMOVED (TYR OF EXISTING VERIZON WIRELESS 9, 3 PER SECTOR) AND SPRINT SHARED ANTENNA MOUNT TO REMAIN (TYP OF 2) EXISTING T-MOBILE EXISTING VERIZON WIRELESS EXISTING VERIZON WIRELESS PANEL ANTENNA TO REMAIN - - - TOP OF EXISTING SPRINT PANEL ANTENNAS 53'-11" AGL ANTENNA ARRAY TYR RORU3TO BE REMOVED O)(TYP EXISTING PENTHOUSE I I (TYP OF 3, 1 PER SECTOR) I BAD CENTER OF EXISTING EXISTING HVAC UNIT TYP VERIZON WIRELESS ANTENNAS, 51'-0" AGL TOP OF EXISTING BUILDING 45'-0' AGL - - WIRELESS EXISTING VEXER EXISTING VERIZON WIRELESS 6-PORT RAYCAP SPLITTER/SURGE SUPPRESSOR TO BE REMOVED 2 03/18/21 ISSUED FOR SUBMITTAL 1 03/10/21 ISSUED FOR REVIEW DIPL TOO BBE REMOVED E P OF 6, 2 PER SECTOR) imll' 1 PROJECT: ,FINISH GRADE � 0'-0" AGL EXISTIN BUILDIF SEA EDMONDS 100 2ND AVE S EDMONDS, WA 98020 SHEET TITLE: EXISTING AND PROPOSED ELEVATIONS FUZE PROJECT ID: DATE: 16226377 03/02/21 DRAFTER: PROFESSIONAL OF RECORD TNB — — _ LED 22"04" SCALE: 1/8"= 1'-0" 11"xn" SCALE: 1/16"= 1'-O" 8' 4' O' 8• 4ay 0 2m4 EXISTING ELEVATION 11 CITYOF MONDS nC\/CI nPRAP IT cCOTar CC DEPARTMENT 9.40":I Hal: ANDRCMC-4520-RM-48 SPECIFICATIONS RRUS4449 35/1313 SPECIFICATIONS MANUFACTURER: RAYCAP MANUFACTURER: ERICSSON HEIGHT: 5.23" WIDTH: 19. HEIGHT: 18.00" WIDTH: verizon O O DEPTH: 19.21 21" DEPTH: 9.40" 9.40" WEIGHT: 25.10 LBS WEIGHT: 70 LBS O O O O o RRUS4449 B5/B13 M IMPLEMENTATION TEAM/CLI fIT O o 0.) LY N NU PLAN VIEW 13.20" DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL 0 9 40" RRUS4449 BS B13 / DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING, INC. NEITHER LYNX CONSULTING, INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. TOP VIEW y1vD OF WA S_6 jl 19.00" 76.82" RRUS4449 ro B5/B13 ro P o o° _ 0 0o O O o 0 0 Q W Raycap o° 51134 `{ �FGi �w o 0 0 0 0 STER�� �sSIONAL FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW REV DATE DESCRIPTION x34" SCALE: NOT TO SCALE RACK MOUNTED 12—PORT OVP 5 11 xi7" RRUS4449 B5/B 13 4 - 11 11"x17" SCALE: NOT TO SCALE SCCALLEE: NOT TO SCALESCALE RVZDC-6627C-PF-48 SPECIFICATIONS MANUFACTURER: RAYCAP MKS09P07TWIN SPECIFICATIONS MANUFACTURER: AMPHENOL NOTES: 1. ANTENNAS SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS. MINIMUM 2-3/8"0 SCHEDULE HEIGHT: 19.18" HEIGHT: 2.00" 2. CONTRACTOR SHALL CONFIRM THAT EXISTING 40 GALVANIZED MOUNTING PIPE - WIDTH: 15.73" WIDTH: 27.60" MOUNTING PIPE SIZES CONFORM TO THE PROPOSED MOUNTING REQUIREMENTS. - - DEPTH: 10.25" DEPTH: 4.00" ANTENNAS 3. CONTRACTOR SHALL RE -TORQUE ALL EXISTING MOUNTING HARDWARE AND REPLACE ALL DOWNTILT MOUNTING KIT (PER ANTENNA WEIGHT: 26.9 LBS N WEIGHT: 4.4 LBS DAMAGED MOUNTS. MANUFACTURER) o - - 2 03/18/21 ISSUED FOR SUBMITTAL 1 03/10/21 ISSUED FOR REVIEW 15.73" PROJECT: PLAN VIEW o SEA EDMONDS PLAN VIEW 100 2ND AVE S EDMONDS, WA 98020 Raycap o � SHEET TITLE: o D o 0 0 0 � o II III PANEL ANTENNA 27.60" CONSTRUCTION QFRONT 0 SIDE VIEW DETAILS VIEW 0 0 o O O 15.73" 10.25 FUZE PROJECT ID: DATE: 16226377 03/02/21 DRAFTER: FEB PROFESSIONAL OF RECORD FRONT VIEW SIDE VIEW REVISIO [ r 4ay 2ml cJ zz"x34" SCALE: NOT TO SCALE 12—PORT OVP 3 11"x17 SCE NOT TO SC DUAL MOUNT BRACKET 2 11"xl7" SCALE: Hor TO SALE ANTENNA MOUNT 1 CITY OF MONDs 11"x17" SCALE: NOT TO SCALE nphAu Pq DEPARTMENT Cl TNI: ■ 1 verizon IMPLEMENTATInN T--19j=Ll f{T LY NIV NU DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING, INC. NEITHER LYNX CONSULTING, INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. gPND T�, A a� 1,7y 51134 is S"ONAL REV DATE DESCRIPTION x34" SCALE: NOT TO SCALE NOT U S E D "x17" 6 SCALE: NOT TO SCALE NOT U S E D 5 "x34" SCALE: NOT TO SCALE ? "x17" NOT USED 4 11 SCALE: NOT TO SCALE 111 x1722:04" SCALE: NOT TO SCALE 1SCALE: NOT TO SCALE RRUS32 B66 SPECIFICATIONS 12.44" MANUFACTURER: ERICSSON HEIGHT: 27.56" WIDTH: 12.44" DEPTH: 7.40" WEIGHT: 55 LBS RRUS32 0 B2/B66 2 03/18/21 ISSUED FOR SUBMITTAL 1 03/10/21 ISSUED FOR REVIEW PLAN VIEW PROJECT: SEA o EDMONDS 100 2ND AVE S EDMONDS, WA 98020 TILE: OSHEET RRUS32 v RRUS32 v B2/B66 'r? "? 32/B66 -0 0 N N N N CONSTRUCTION DETAILS 12.44" 7.40" FUZE PROJECT ID: 16226377 DATE: 03/02/21 DRAFTER: FEB PROFESSIONAL OF RECORD FRONT VIEW SIDE VIEW REVISIO r.[ F /lay 2q� 6 -NOT x34" SCALE: NOT TO SCALE NOT USED SCALE: NOT TO SCALE "x17" NOT USEDT21 22"x34" SCALE: TO SCALEp �` U S 3 2 B 2 / B 6 6 "x17" RRUS32 q I CITY OF MONDS 11"x17" SCALE: NOT TO SCALE 11 1 SCALE: NOT TO SCALE 1 SCALE: NOT TO SCALE V DEPARTMENT EXISTING ANTENNA SCHEDULE ALPHA SECTOR AZIMUTH RAID CENTER QTY VENDOR MODEL LENGTH WIDTH DEPTH MECH TILT ELEC TILT CABLE QTY FEEDER TYPE FEEDER LENGTH ADDITIONAL EQUPMENT 850 CDMA 30' 51'-0" 1 ANTEL BXA-80080/4CF 48.2" 11.2" 5.9" 0' 0' 2 1-5/8"0 90'-0" NONE PCS CDMA 30' 51,-0" 1 ANTEL BXA-185090/SCF 48.2" 3.9" 2.0" 0' 0' 0 NA NA (2) DIPLEXERS 850 30' 51'-0" 1 ANTEL BXA-70063-4CF 47.4" 11.2" 5.2" 0' 2' 2 1-5/8"0 90'-0" NONE 700 0' 2' NONE AWS 1 30' 51'-0" 1 AMPHENOL WWX063X13X00 51.1" 12.0" 7.1 0' 0' 1 6x12 90'-0" RRUS12 B4 BETA SECTOR AZIMUTH RAID CENTER MODEL LENGTH WIDTH DEPTH MECH MECHVENDOR TILT ELEC TILT CABLE QTY FEEDER TYPE FEEDER LENGTH ADDITIONAL EQUIPMENT 850 CDMA 110' 51,-0" 1 ANTEL BXA-80063/4CF 47.4" 11.2" 5.0" 0' 0' 2 1-5/8"0 210'-0 NONE PCS CDMA 110' 51'-0" 1 ANTEL BXA-185063/8CF 48.75" 6.06" 3.15" 0' 0' 0 NA NA (2) DIPLEXERS 850 110' 51'-0" 1 ANTEL BXA-70063-4CF 47.4" 11.2" 5.2" 0' 2' 2 1-5/8"0 210'-0" NONE 700 0' 2' NONE AWS 110' 51'-0" 1 AMPHENOL WWX063X13X00 51.1" 12.0" 7.1 0' 0' 1 2x4 210'-0 RRUS12 B4 GAMMA SECTOR AZIMUTH RAID CENTER QTY VENDOR MODEL LENGTH WIDTH DEPTH MECH TILT ELEC TILT CABLE QTY FEEDER TYPE FEEDER LENGTH ADDITIONAL EQUIPMENT 850 CDMA 195' 51'-0" 1 ANTEL BXA-80080/4CF 48.2" 11.2" 5.9 0' 0' 2 1-5/8"0 270'-0" NONE PCS CDMA 195' 51,-0" 1 ANTEL BXA-185090/SCF 48.2" 3.9" 2.0" 0' 0' 0 NA NA (2) DIPLEXERS 850 195' 51'-0" 1 ANTEL BXA-70063-4CF 47.4" 11.2" 5.2" 0 2 2 1-5/8"0 270'-0" NONE 700 0' 2' NONE AWS 195' 51'-0" 1 AMPHENOL WWX063X13X00 51.1" 12.0" 7.1 0' 0' 1 2x4 270'-0" RRUS12 B4 NOTES: 1. EXISTING VERIZON WIRELESS (3) AWS RRU'S (RRUS32 B66) INSTALLED IN EXISTING EQUIPMENT ROOM TO BE REMOVED. 2. EXISTING VERIZON WIRELESS (3) PCS RRU'S (RRUS32 62) INSTALLED IN EXISTING EQUIPMENT ROOM TO BE REMOVED. 3. EXISTING VERIZON WIRELESS (12) 700 IN -CABINET RADIOS (RUL700 B13) INSIDE EXISTING eNB EQUIPMENT CABINET TO BE REMOVED. 4. EXISTING VERIZON WIRELESS (3) 850 RRU'S (RRUS2212 35) INSTALLED IN EXISTING EQUIPMENT ROOM TO BE REMOVED EXISTING VERIZON WIRELESS ANTENNA MOUNT TO REMAIN (TYR OF 1) EXISTING VERIZON WIRELES 850/700 PANEL ANTENNA TO BE REMOVED EXISTING VERIZON WIRELESS- AWS PANEL ANTENNA TO BE REMOVED / EXISTING VERIZON WIRELESS- PCS CDMA PANEL ANTENNA TO BE REMOVED If EXISTING VERIZON WIRELESS 850 CDMA PANEL ANTENNA TO REMAIN EXISTING VERIZON WIRELESS 6-PORT RAYCAP SPLITTER/SURGE SUPPRESSOR TO BE REMOVED EXISTING VERIZON WIRELESS - AND SPRINT SHARED ANTENNA MOUNT TO REMAIN (TYR OF 2) EXISTING VERIZON WIRI RRU TO BE REMOVED OF 3, 1 PER SECTOR) QTP�O EXISTING VERIZON WIRELESS Q' A/x 850 CDMA PANEL ANTENNA TO REMAIN EXISTING VERIZON WIRELESS AWS PANEL ANTENNA TO BE REMOVED EXISTING VERIZON WIRELESS DIPLEXER TO BE REMOVED (TYR OF 6, 2 PER SECTOR) EXISTING VERIZON WIRELESS PCS CDMA PANEL ANTENNA TO BE REMOVED EXISTING SPRINT PANEL ANTENNA TO REMAIN EXISTING SPRINT PANEL ANTENNA TO REMAIN EXISTING VERIZON WIRELESS 850700 �TO BE REMAOVED NEL ANTENNA EXISTING VERIZON WIRELESS SECTOR BOX TO BE REMOVED (TYP OF 2, BETA AND GAMMA SECTORS) EXISTING VERIZON WIRELESS 850 CDMA PANEL ANTENNA TO REMAIN �_EXSTING EXISTING VERIZON WIRELESS PCS CDMA PANEL ANTENNA TO BE REMOVEDIVACANT ANTENNA MOUNT EXISTING VERIZON WIRELESS 850/700 PANEL ANTENNA TO BE REMOVED EXISTING SPRINT PANEL eEiq ANTENNA TO REMAIN EXISTING SPRINT PANEL ANTENNA TO REMAIN EXISTING VERIZON WIRELESS AWS PANEL ANTENNA TO REMAIN EXISTING SPRINT RRU TO REMAIN TYP i verizon N IMPLEMENTATION TEAM/CLI FIT �t LY N DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING, INC. NEITHER LYNX CONSULTING, INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. REV DATE DESCRIPTION 2 03/18/21 ISSUED FOR SUBMITTAL 1 03/10/21 ISSUED FOR REVIEW PROJECT: SEA EDMONDS 100 2ND AVE S EDMONDS, WA 98020 SHEET TITLE: EXISTING ANTENNA CONFIGURATION FUZE PROJECT ID: DATE: 16226377 03/02/21 DRAFTER: PROFESSIONAL OF RECORD TNB - - _ EF1N _- 22"04" SCALE: 1/2"= 1'-0" 11"x17" SCALE: 1/4"= 1'-0' 2' 1' 0' 2' 4ay 0 - EXISTING ANTENNA CONFIGURATION 11 CITYOF MONDS nC\/CI nPRAP IT cCOTar PC DEPARTMENT PROPOSED ANTENNA SCHEDULE ALPHA SECTOR AZIMUTH TIP HEIGHT QTY VENDOR MODEL LENGTH WIDTH DEPTH MECH TILT ELEC TILT CABLE QTY FEEDER TYPE FEEDER LENGTH ADDITIONAL EQUIPMENT 850 CDMA 30' 53'-0" 1 ANTEL BXA-80080/4CF 48.2" 11.2" 5.9" 0' 0' 2 1-5/8"0 90'-0" NONE 850 30' 53'-0" 1 COMMSCOPE NHH-65A-R2B 55.6" 11.9" 7.1 0' 0' 1 12-PORT OVP WITH 12x24 HYBRID 90'-0" RRUS4449 35/1313 700 0' PCs 0' RRUS32 32 850 30, 53'-0" 1 COMMSCOPE NHH-65A-R2B 55.6" 11.9" 7.1 0' 0' NONE 700 0' NONE AWS 0' RRUS32 B66 LS6 30, 53'-0" 1 VERIZON VZE01 30.4" 15.9" 10.6" 0' 6' NONE BETA SECTOR AZIMUTH TIP HEIGHT QTY VENDOR MODEL LENGTH WIDTH DEPTH MECH TILT ELEC TILT j CABLE QTY FEEDER TYPE FEEDER LENGTH ADDITIONAL EQUIPMENT 850 CDMA 110' 53'-0" 1 ANTEL BXA-80063/4CF 47.4" 11.2" 5.0" 0' 0' 2 1-5/8"0 210'-0" NONE 850 110' 53'-0" 1 COMMSCOPE NHH-65A-R2B 55.6" 11.9" 7.1 0' 0' 1 12-PORT OVP WITH 2x24 HYBRID 210'-0" RRUS4449 35/1313 700 0' PCS 0' RRUS32 32 850 110' 53'-0" 1 COMMSCOPE NHH-65A-R2B 55.6" 11.9" 7.1 0' 0 NONE 700 0' NONE AWS 0' RRUS32 B66 LS6 110' 53'-0" 1 VERIZON VZE01 30.4" 15.9" 10.6" 0' 6' NONE GAMMA SECTOR AZIMUTH TIP HEIGHT QTY VENDOR MODEL LENGTH WIDTH DEPTH MECH TILT ELEC TILT CABLE QTY FEEDER TYPE FEEDER LENGTH ADDITIONAL EQUIPMENT 850 CDMA 195' 53'-0" 1 ANTEL BXA-80080/4CF 48.2" 11.2" 5.9" 0' 0' 2 1-5/8"0 270"-0" NONE 850 195' 53'-0" 1 COMMSCOPE NHH-65A-R2B 55.6" 11.9" 7.1 0' 0' 1 1 12-PORT OVP WITH 12x24 HYBRID 1 270'-0" RRUS4449 35/1313 700 0' PCS 0' RRUS32 32 850 195' 53'-0" 1 COMMSCOPE NHH-65A-R2B 55.6" 11.9" 7.1 0' 0' NONE 700 0' NONE AWS 0' RRUS32 B66 LS6 195' 1 53'-0" 1 VERIZON VZE01 30.4" 115.9" 1 10.6" 0' 6' NONE NOTE: PROPOSED VERIZON WIRELESS (12) DUMMY BLOCKS INSTALLED IN EXISTING eNB EQUIPMENT CABINET. EXISTING VERIZON WIRELESS ANTENNA MOUNT TO REMAIN (TYR OF 1) PROPOSED VERIZON WIRELE LS6 ANTENNA MOUNTED TO EXISTING ANTENNA MOUNT EXISTING VACANT- I ANTENNA MOUNT PROPOSED VERIZON WIRELESS - // 850/700/AWS PANEL ANTENNA MOUNTED TO PROPOSED DUAL MOUNT BRACKET PROPOSED VERIZON WIRELESS- 850/700/PCS PANEL ANTENNA MOUNTED TO PROPOSED DUAL MOUNT BRACKET PROPOSED VERIZON WIRELESS DUAL MOUNT BRACKET MOUNTED TO EXISTING ANTENNA MOUNT (TYR OF 2, BETA AND GAMMA SECTORS) EXISTING VERIZON WIRELESS 850 CDMA PANEL ANTENNA TO REMAIN PROPOSED VERIZON WIRELESS 850/700/PCS PANEL ANTENNA MOUNTED TO EXISTING ANTENNA MOUNT EXISTING VERIZON WIRELESS 850 CDMA PANEL ANTENNA 24^ TO REMAIN n M PROPOSED VERIZON WIRELESS MOUNTED TO EXISTING MOUNT (TYR OF 9, 3 PER SECTOR) EXISTING VERIZON WIRELESS - AND SPRINT SHARED ANTENNA MOUNT TO REMAIN (TYP OF 2) PROPOSED VERIZON WIRELESS 850/700/AWS PANEL ANTENNA MOUNTED TO EXISTING ANTENNA MOUNT EXISTING SPRINT PANEL ANTENNA TO REMAIN EXISTING SPRINT PANEL ANTENNA TO REMAIN� PROPOSED VERIZON t IEXISTING A NTENNA TEN AUNTED MOU TOSS EXISTING SPRINT RRU TO REMAIN TYR PROPOSED VERIZON WIRELESS 12-PORT OVP MOUNTED TO EXISTING ANTENNA MOUNT (TYP OF 3, 1 PER SECTOR) EXISTING VERIZON WIRELESS 850 CDMA PANEL ANTENNA TO REMAIN -PROPOSED VERIZON WIRELESS 850/700/PCS PANEL ANTENNA MOUNTED TO PROPOSED DUAL MOUNT BRACKET I PROPOSED VERIZON WIRELESS L EXISTING VACANT 850/700/AWS PANEL ANTENNA MOUNTED ANTENNA MOUNT TO PROPOSED DUAL MOUNT BRACKET EXISTING VACANT ANTENNA MOUNT e�A EXISTING SPRINT PANEL q2�>>0• ANTENNA TO REMAIN EXISTING SPRINT PANEL ANTENNA TO REMAIN `PROPOSED VERIZON WIRELESS LS6 ANTENNA MOUNTED TO EXISTING ANTENNA MOUNT verizon IMPLEMENTATION TEAM/CLI 11T NU LYN� DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING, INC. NEITHER LYNX CONSULTING, INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. REV DATE DESCRIPTION 2 03/18/21 ISSUED FOR SUBMITTAL 1 03/10/21 ISSUED FOR REVIEW PROJECT: SEA EDMONDS 100 2ND AVE S EDMONDS, WA 98020 SHEET TITLE: PROPOSED ANTENNA CONFIGURATION FUZE PROJECT ID: DATE: 16226377 03/02/21 DRAFTER: PROFESSIONAL OF RECORD FEB - - - R_FY _- 2,Aay? E -2 PROPOSED ANTENNA CONFIGURATION 1 CITY i,MONDS novoi noon❑ • cooTaroc 22"04" SCALE: 1/2"= 1'-0" 11"x17" SCALE: 1/4"= 1'-0' 2' 1' 0' 2' DEPARTMENT SECTOR 1 Maximum of24" separation Center to t 22x34' SCALE: NOT TO SCALE 11'x17" SCALE: NOT TO SCALE SECTOR P6 LTE 850 MHz 700 LT 850 LTE Maximum 0!24.seaon Centerto a port L port M port N port P rta Tad- 1 240 24 36 6 Brans Cells BB1 ABW cont cart port A AWS alplu 80 4 see cant 1 se (648C432 I %ZE01 1PoRB PCselphe 80 4 1 E166 82 LS6 Pon L35* CPMI 0 0 #DN/01 u to 35 u 10 20 u to 100 PO rt 1) L66 a1pte cewz 0 0 #DN/01 Banawiah (MHZ ZO 20 100 pan E AWSbCe 80 4 see Gant 1 Se Tx or Rx 1 4 1 4 port F PCSbete 80 4 1 Pon G M bo CP W 1 0 0 #DN/01 Pon Mbexecew2 0 0 #DN/01 Port) AWS�rmrd 80 4 set cant 1 tie port K PCsl . 80 4 1 Pon LSI 0 0 #DN/01 SECTOR PCS LTE 850 NHz ��LT� 850 LTE Maximum of 2,V separation Center ER T from RRU32 • t� O O O © 0 ! � i� ux3N <CGN RF/AISG part "HT' • RF/AISG port "L1' • PROPOSED IT DIAGRAM 11 RET Note: This site uses antenna with verizon IMPLEMENTATION TEAM/CLI11T NU LY N DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING, INC. NEITHER LYNX CONSULTING, INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. REV DATE DESCRIPTION 2 03/18/21 ISSUED FOR SUBMITTAL 1 r-1/10/21 ISSUED FOR REVIEW PROJECT: SEA EDMONDS 100 2ND AVE S EDMONDS, WA 98020 SHEET TITLE: PROPOSED IT DIAGRAM FUZE PROJECT ID: 16226377 DATE: 03/02/21 DRAFTER: TNB PROFESSIONAL OF RECORD R REVISI01 2,nay CITY OF EDMONDS h " - 3 DEPARTMENT