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APPROVED BLD RESUB1 BLD2023-1434+Building_or_Construction_Plan+2.9.2024_10.16.21_AM+4050875M Is mw NNW *1111111001 '44a 'OS14, OBIDLISTRIES N ELECTRICAL I RMIT FROWIRELE S S STE LABOR& I TO FIELD INSPECTION FOR ODE COMPLIANCE PROVED S MUST B WIRELESS SITE NAME: DISH WIRELESS SITE ID: Fire Rated APPROVED BYPL§ING A00180C ass mblies shall be Per ECDC 20.50.050(D), any person, entity, or corporation that operates a mai talned. �� wireless communication facility must Mar 12 2024 have a valid business license issued SITE ADDRESS. annually by the City of Edmonds. 10032 EDMONDS WAY EDMONDS, WA 98020 WASHINGTON CODE COMPLIANCE ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: CODE TYPE CODE BUILDING 2018 IBC W/ W.A.C. 51-50 MECHANICAL 2018 IMC W/ W.A.C. 51-52 ELECTRICAL 2017 WASHINGTON CITIES ELECTRICAL CODE (WCEC) FIRE CODE 2018 INTERNATIONAL FIRE CODE (IFPA) W/ WAG 51-54A 2017 ELECTRICAL SAFETY STANDARDS, ADMINISTRATION AND INSTALLATION, EFFECTIVE JULY 2017 (WAC 296-4613 2018 WASHINGTON STATE ENERGY CODE COMMERCIAL (WSEC) 2018 WASHINGTON STATE ENERGY CODE APPENDIC (WSEC) ENVIRONMENTALLY CRITICAL AREAS REGULATIONS (ECA) SHEETINDEX SHEET NO. SHEET TITLE SHEET NO. SHEET TITLE T-1 TITLE SHEET S1.1 STRUCTURAL NOTES AND OVERALL ROOF PLAN SV1 EXISTING SITE SURVEY S2.1 PLAN VIEWS SV2 EXISTING SITE SURVEY S3.1 ELEVATIONS S4.1 DETAILS EME-1.0 EME REPORT EME-1.1 EME REPORT (CONTINUED) RF-1 RE CABLE COLOR CODE EME-1.2 EME REPORT (CONTINUED) EME-1.3 EME REPORT (CONTINUED) GN-1.0 LEGEND AND ABBREVIATIONS EME-1.4 EME REPORT (CONTINUED) GN-2.0 RE SIGNAGE GN-3.0 GENERAL NOTES A-1.0 OVERALL SITE PLAN GN-4.0 GENERAL NOTES A-2.0 ENLARGED EQUIPMENT PLAN GN-5.0 GENERAL NOTES A-3.0 ANTENNA PLAN AND SCHEDULE A-4.0 NORTH ELEVATIONS A-4.1 EAST ELEVATIONS A-4.2 SOUTH ELEVATIONS A-5.0 EQUIPMENT CABINET AND H-FRAME DETAILS A-6.0 EQUIPMENT DETAILS A-7.0 EQUIPMENT DETAILS A-7.8 EQUIPMENT DETAILS E-1.0 ELECTRICAL/FIBER ROUTE PLAN AND NOTES E-2.0 ELECTRICAL DETAILS E-3.0 ELECTRICAL ONE -LINE, FAULT CALCS & PANEL SCHEDULE G-1.0 GROUNDING PLANS AND NOTES G-2.0 GROUNDING DETAILS G-3.0 GROUNDING DETAILS STRUCTURAL NOTE • REFER TO MOUNT ANALYSIS MEMORANDUM BY CC ENGINEERING, DATED OCTOBER 06, 2023, FOR EXISTING & PROPOSED MOUNT CAPACITY TO RECEIVE EXISTING & PROPOSED EQUIPMENT • REFER TO STRUCTURAL ANALYSIS REPORT BY CG ENGINEERING, DATED OCTOBER 06, 2023, FOR EXISTING & PROPOSED ROOFTOP CAPACITY TO RECEIVE EXISTING & PROPOSED EQUIPMENT • PENDING STRUCTURAL ANALYSIS REPORT FOR EXISTING CONCRETE FLOOR CAPACITY TO RECEIVE PROPOSED EQUIPMENT SCOPE OF WORK THIS IS NOT AN ALL INCLUSIVE LIST. CONTRACTOR SHALL UTILIZE SPECIFIED EQUIPMENT PART OR ENGINEER APPROVED EQUIVALENT. CONTRACTOR SHALL VERIFY ALL NEEDED EQUIPMENT TO PROVIDE A FUNCTIONAL SITE. THE PROJECT GENERALLY CONSISTS OF THE FOLLOWING: SECTOR SCOPE OF WORK: • INSTALL (9) PROPOSED PANEL ANTENNAS (3 PER SECTOR) • INSTALL (2) PROPOSED ANTENNA FRAMES W/ FRP SCREENING • INSTALL PROPOSED JUMPERS • INSTALL (18) PROPOSED RRUs (6 PER SECTOR) • INSTALL (3) PROPOSED OVER VOLTAGE PROTECTION DEVICE (OVP) (1 PER SECTOR) • INSTALL (2) PROPOSED CONDUITS 3" FOR POWER/ 2" FOR FIBER • INSTALL PROPOSED DURA-BLOCKS FOR PROPOSED CONDUIT ROUTING ON ROOFTOP • INSTALL (9) DISCRETE POWER CABLES (3 PER SECTOR) • INSTALL (6) DISCRETE FIBER CABLES (2 PER SECTOR) ROOFTOP/EQUIPMENT SCOPE OF WORK: ENGINEERING DIVISION • INSTALL (2) PROPOSED SCREENWALL APPROVED AS NOTED • INSTALL (1) PROPOSED UTILITY H-FRAME • INSTALL (1) PROPOSED EQUIPMENT CABINET 3/09/2024 • INSTALL (1) BREAKER PANEL • INSTALL (1) PROPOSED SAFETY SWITCH (W/DISCONNECT) • INSTALL (1) PROPOSED PPC CABINET NO WORK PROPOSED • INSTALL (1) PROPOSED FIBER TELCO ENCLOSURE OR APPROVED IN CITY • INSTALL (1) PROPOSED FIBER NID ENCLOSURE (IF REQUIRED) • INSTALL (1) PROPOSED GPS ANTENNA UNIT RIGHT-OF-WAY. SITE PHOTO 1' • T r :. -w... 0. .�•�'� i; II ray. :, 7 "nait F h 9 a `� •r r I,•I< at •r " LT �•I UNDERGROUND SERVICE ALERT UTILITY NOTIFICATION CENTER OF (STATE) (XXX) XXX-XXXX WWW.(WEBSITE).ORG CALL # WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION GENERALNOTES THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE. NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED. 11"x17" PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS, AND CONDITIONS ON THE JOB SITE, AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. SITE INFORMATION PROJECT DIRECTORY PROPERTY OWNER: WESTGATE VILLAGE LLC APPLICANT: DISH Wireless L.L.C. ADDRESS: 10032 EDMONDS WAY 5701 SOUTH SANTA FE DRIVE EDMONDS, WA 98020 LITTLETON, CO 80120 STRUCTURE TYPE: ROOFTOP COUNTY: SNOHOMISH LATITUDE (NAD 83) (ALPHA): 47' 47' 27.01" N (47.790836' N) LONGITUDE (NAD 83) (ALPHA):122' 22' 06.03" W (122.368342- W) LATITUDE (NAD 83) (BETA): 47' 47' 26.60" N (47.790722' N) LONGITUDE (NAD 83) (BETA): 122' 22' 05.39" W (122.368164- W) LATITUDE (NAD 83) (GAMMA): 47' 47' 24.90" N (7 79025 ' SITE DESIGNER: JOE GILLEY 19515 N. CREEK PKWY, SUITE 220 BOTHELL, WA 98011 (425) 740-6392 SITE ACQUISITION: MEI-I FUNTANILLA (425) 931-1443 CONSTRUCTION MANAGER: ROBERT BRAUN (425) 299-3121 robert. bra un ®di sh. com LONGITUDE (NAD 83) (GAMMA):122' 22' ).Special Inspections recta (122.368 O L ANeld ng ZONING JURISDICTION: CITY OF DMON95Lru tural attachments ZONING DISTRICT: PARCEL NUMBER: OCCUPANCY GROUP: CONSTRUCTION TYPE: POWER COMPANY: WMU 00610700200701 00610700200703 A-3/M/R-2/S-2/U IA/VA TIED City Of Edmonds Building Department ----------------------- Work WIRELESS FACILITY- NEW ---------------------- Address 10032 EDMONDS WAY Owner DISH WIRELESS Approved Date 02/2212024 ---------- Building Official :EYI.G Ca.Y't8Y Permit Number, B LD2023-_1.434 _ DIRECTIONS DIRECTIONS FROM DISH SEATAC INTERNATIONAL AIRPORT: HEAD SOUTH ON DEPARTURES DR TOWARD AIRPORT EXPY 0.4 MI ROAD NAME CHANGES TO AIRPORT EXPY 1.3 MI TAKE THE RAMP ON THE RIGHT FOR 1-405 / 1-5 / WA-518 EAST AND HEAD TOWARD SEATTLE/TACOMA 1.5 MI TAKE THE RAMP ON THE LEFT FOR 1-5 NORTH AND HEAD TOWARD SEATTLE 23.1 MI AT EXIT 177, HEAD RIGHT ON THE RAMP FOR WA-104 TOWARD EDMONDS/LAKE FOREST PARK 0.2 MI KEEP LEFT, HEADING TOWARD EDMONDS 0.3 MI KEEP RIGHT, HEADING TOWARD EDMONDS/KINGSTON FERRY 0.1 MI KEEP RIGHT, HEADING TOWARD KINGSTON 3.0 MI MAKE A U-TURN TO STAY ON WA-104/EDMONDS WAY 161 FT TURN RIGHT 105 FT; ARRIVE AT DESTINATION VICINITY MAP Stickney } Plcni eU o Point Narth� � Lynnwood •' -.Marta Lake - SY5 HE BOWL Lynmvootl :F EDIIAOI DS ponds Alderwood,4 Manor Brer SITE LOCATION Q Lake Forest Park Kenmore _..- Inu - a�:s :-RESU - Feb 09 202 CITY OF EDMONDS DEVELOPMENT SERVICE E at F DEPARTMENT NO i40OF ...sh wkeww. . 5701 SOUTH SANTA FE DRIV_ LITTLETON, CO 80120 Oc CAMP+ ASSOCIATES 19515 N. CREEK PKWY, SUITE 220 BOTHELL, WA 98011 PHONE: (425) 740-6392 W W W.CAAM PASSrSOC.COM JV. 1EH 1 0 . ,40555 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: JAC JAC EJC REDS REV #: 1 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 2/8/2024 REVISED SA & DRAWINGS A 1/31/2024 ADDED ELIVATION NOTE A 1/23/2024 REVISED EQUIPMENT LOCATION A 11/08/2023 ISSUED FOR FINAL A 6/30/2023 ISSUED FOR REVIEW A 8/3/2023 ISSUED FOR PRELIM REVIEW A 8/8/2023 ISSUED FOR REVIEW A&E PROJECT NUMBER SESEA00180C DISH Wireless L.L.C. PROJECT INFORMATION SESEA00180C 10032 EDMONDS WAY EDMONDS, WA 98020 SHEET TITLE TITLE SHEET SHEEP NUMBER T-1 DISH Wireless L.L.C. TEMPLATE VERSION 48 - 2/21/2022 LEGAL DESCRIPTION THAT CERTAIN REAL PROPERTY LOCATED IN THE COUNT OF SNOHOMISH, STATE OF WASHINGTON DESCRIBED AS FOLLOWS: THAT PORTION OF LOT C AND TRACT X, WESTGATE VILLAGE BOUNDARY LINE ADJUSTMENT RECORDED MARCH 7, 2002 UNDER RECORDING NO 200203075001, BEING A PORTION OF LOTS 7 THROUGH 10, BLOCK 2, WESTGATE PARK DIVISION NO 2, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 13 OF PLATS, PAGES 40 AND 41, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, AND A PORTION OF LOTS 1 AND 2, CITY OF EDMONDS SHORT PLAT NO S-3-85, RECORDED AUGUST 13, 1985 UNDER RECORDING NO 8508130344, BEING A PORTION OF LOT 6, SAID BLOCK 2, WESTGATE PARK DIVISION NO. 2, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWESTERLY MOST CORNER OF SAID LOT 6 BLOCK 2 WESTGATE PARK DIVISION NO. 2 ACCORDING TO THE PLAT THEREOF, THENCE NORTH 50.47'05"EAST ALONG THE NORTHWESTERLY LINE OF SAID LOT 6, A DISTANCE OF 221.30 FEET TO THE TRUE POINT OF BEGINNING, THENCE CONTINUING ALONG THE NORTHWESTERLY LINE OF SAID LOT 6 NORTH 50.47'05"EAST, A DISTANCE OF 220.26 FEET TO THE SOUTHWESTERLY MARGIN OF STATE ROUTE 104, THENCE SOUTHEASTERLY ALONG SAID SOUTHWESTERLY MARGIN AND NON —TANGENT CURVE CONCAVE TO THE NORTHEAST, THE CENTER OF WHICH BEARS NORTH 47.3754"EAST, WITH A RADIUS OF 640.00 FEET, THRU A CENTRAL ANGLE OF 07-3101"AN ARC DISTANCE OF 83.96 FEET TO THE SOUTHWESTERLY MARGIN OF S S H NO 1—W AS PER SAID PLAT OF WESTGATE PARK DIVISION NO 2, THENCE SOUTHEASTERLY ALONG SAID SOUTHWESTERLY MARGIN AND NON —TANGENT CURVE CONCAVE TOT EH NORTHEAST, THE CENTER OF WHICH BEARS NORTH 46'47'35"EAST, WITH A RADIUS OF 439.26 FEET, THRU A CENTRAL ANGLE OF 03-5949", AN ARC DISTANCE OF 30.64 FEET, THENCE SOUTHERLY ALONG A NON —TANGENT CURVE CONCAVE TO THE WEST, THE CENTER OF WHICH BEARS SOUTH 87'23'29"WEST, WITH A RADIUS OF 21.26 FEET, THRU A CENTRAL ANGLE OF 46-4746"AN ARC DISTANCE OF 17.37 FEET, THENCE SOUTH 44.1115"WEST 44.38 FEET, THENCE SOUTH 01.5942"EAST 28.45 FEET, THENCE SOUTHEASTERLY ALONG A NON —TANGENT CURVE CONCAVE TO THE SOUTH, THE CENTER OF WHICH BEARS SOUTH 00.21'47"EAST, WITH A RADIUS OF 155.00 FEET, THRU A CENTRAL ANGLE OF 40-2057"AN ARC DISTANCE OF 109.15 FEET, THENCE SOUTHERLY ALONG A COMPOUND CURVE TO THE RIGHT, WITH A RADIUS OF 30.00 FEET, THRU A CENTRAL ANGLE OF 68-3345", AN ARC DISTANCE OF 35.90 FEET, THENCE SOUTH 18.3255"WEST 90.20 FEET, THENCE SOUTHWESTERLY ALONG CURVE TO THE RIGHT, WITH A RADIUS OF 15.00 FEET, THRU A CENTRAL ANGLE OF 78'1454"AN ARC DISTANCE OF 20.49 FEET, THENCE SOUTH 50'41'36"WEST 26.55 FEET, THENCE NORTH 88-3538" WEST 28.70 FEET, THENCE NORTH 45.2316"WEST 20.67 FEET, THENCE NORTH 88.3538"WEST 7.04 FEET, THENCE NORTH 45'2318"WEST 78.00 FEET, THENCE SOUTH 44.3642"WEST 18.38 FEET, THENCE NORTH 45-2318"WEST 200.29 FEET TO THE TRUE POINT OF BEGINNING. (ALSO KNOWN AS REVISED LOT 1, RECORD OF SURVEY AND LOT LINE ADJUSTMENT NO PLN 20170048 RECORDED NOVEMBER 8, 2017 UNDER RECORDING NO 201711085004, IN SNOHOMISH COUNTY, WASHINGTON) TAX LOT #00610700200200 LATITUDE/Lot` POSITIO PROPOSED ANTENNA LC LATITUDE/LONGITUDE POSITION PROPOSED BETA ANTENNA LOCATION 01 �\Gp�l Wiry 00J�OP�y l ShoNNh� GEC" o TAX LOT '00610700200701 & 100610700200703 TAX LOT 100610700200601 TUDE / TAX LOT 100610700200702 SITE LOCATION SCALE: 1 "=40 VAULT SDK o / T L=83.97' R=640.00' 6=00731'01" EASEMENTS ® CORRESPONDS WITH ITEM NUMBER IN 'EASEMENTS AND RESTRICTIONS' OF PROPERTY REPORT. THE FOLLOWING EASEMENTS FROM THE REFERENCED TITLE REPORT CONTAIN SUFFICIENT INFORMATION TO BE DEPICTED ON THE PLAN. OTHER EASEMENTS OR ENCUMBRANCES, IF ANY, MAY AFFECT THE PROPERTY, BUT LACK SUFFICIENT INFORMATION TO BE SHOWN. DIVISION NO. 2 WESTGATE PARK, PER BOOK 13 PAGE 40, RECORDS OF SNOHOMISH COUNTY. FACE OF PLAT SHOWS "THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS AND 1 BLOCKS SHOWN ON THIS PLAT IN THE ORIGINAL REASONABLE GRADING OF THE STREETS AND AVENUES SHOWN HEREON." SURVEY FOR BARTELL DRUG COMPANY PER A.F. NO. 200203075001 RECORDS OF SNOHOMISH COUNTY 2 — EASEMENTS SHOWN WERE ELIMINATED BY THE LOT LINE ADJUSTMENT PER A.F. N0. 201711085004. RECIPROCAL EASEMENT AGREEMENT PER A.F. NO. 200203070234 AND AMENDED AND RESTATED 3 4 RECIPROCAL EASEMENT AGREEMENT PER A.F. NO. 201911250677, RECORDS OF SNOHOMISH COUNTY — EASEMENTS SHOWN (EASEMENT "C-1" DID NOT MATHEMATICALLY CLOSE AND IS NOT SHOWN) DISTRIBUTION EASEMENT PER A.F. NO. 200303240191, RECORDS OF SNOHOMISH COUNTY — DOCUMENT 5 CONTAINS NO DESCRIPTION ONLY A SKETCH, NOT SHOWN. AGREEMENT REGARDING ACCESS TO EDMONDS WAY PER A.F. NO. 200305200668, RECORDS OF 6 SNOHOMISH COUNTY — DOCUMENT CONTAINS NO DESCRIPTION ONLY A SKETCH, NOT SHOWN. RECORD OF SURVEY AND LOT LINE ADJUSTMENT PER A.F. NO. 201711085004, RECORDS OF SNOHOMISH 7 COUNTY — THERE ARE OLDER EASEMENT SHOWN THAT APPEAR TO HAVE BEEN ELIMINATED, DOCUMENTS NOT AVAILABLE, NOT SHOWN. 10 NATURAL GAS EASEMENT PER A.F. NO. 201811150383, RECORDS OF SNOHOMISH COUNTY — SHOWN. Al2 COMMUNICATIONS EASEMENT PER A.F. NO. 202007140972, RECORDS OF SNOHOMISH COUNTY — DOCUMENT CONTAINS NO DESCRIPTION, NOT SHOWN. QPEDESTRIAN EASEMENT PER A.F. NO. 202009170219, RECORDS OF SNOHOMISH COUNTY — SHOWN. \�Q \2lOti0L� L=30.64• R=439.26 V �/ a=00339'49" � Y TELEPHONE / PEDESTAL \ 1 IQ L=1736• R=21.26• L=109.16' R=155.00'�//// SUBJECT 4=04020'57" ROOFTOP N8835'50V L 7.05' N452528"W X ` \ 3 4 \ L=35.90' R=30.00' \ \ 4=06833'45" \I b y TAX LOT J(0061070020080J 3 4 I 1 ILL=20.49' R=15.00' = \I 4=0787454 LATITUDE/LONGITUDE POSITION PROPOSED GAMMA ANTENNA LOCATION 26.55' ►s LU CD CD r LATITUDE/LONGITUDE POSITION COORDINATE DATA AT ALPHA ANTENNA LOCATION: NAD 83/91 LAT — 47'47'27.01'• N NAVD 88 LONG — 12222'06.03" W AVERAGE GROUND ELEV. 316.5 FEET LAT — 47.790836' N LONG — 122.368342' W COORDINATE DATA AT BETA ANTENNA LOCATION: NAD 83/91 LAT — 47'47'26.60" N LONG — 12222'05.39" W LAT — 47.790722' N LONG — 122.368164' W COORDINATE DATA AT GAMMA ANTENNA LOCATION: NAD 83/91 LAT — 47'47'24.90•' N LONG — 122'22'04.80" W LAT — 47.790250' N LONG — 122.368000' W BENCHMARK IS BASED ON WSRN PUGET SOUND REFERENCE NETWORK. ELEVATION DERIVED USING GPS. ACCURACY MEETS OR EXCEEDS 1A STANDARDS AS DEFINED ON THE FAA ASAC INFORMATION SHEET 91:003. NOTES 1) PROPERTY REPORT ISSUED BY TOWER TITLE, FILE NO. DISH-154799—PR, EFFECTIVE DATE MAY 22, 2023. 2) FIELD WORK CONDUCTED IN MAY, 2023. 3) BASIS OF BEARING: WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE (NAD83/91). 4) UNDERGROUND UTILITIES SHOWN HEREON, IF ANY, WERE DELINEATED FROM SURFACE EVIDENCE AND/OR UTILITY COMPANY RECORDS. CRITICAL LOCATIONS SHOULD BE VERIFIED PRIOR TO DESIGN AND CONSTRUCTION. 5) FEMA DESIGNATION: ZONE 'X' (AREA OF MINIMAL FLOOD HAZARD), FIRM MAP NUMBER 53061C1315F, EFFECTIVE DATE JUNE 19, 2020. BUILDING HEIGHT NOTE AVERAGE GROUND ELEVATION IS 316.5 FEET: HEIGHTS BASED ON THIS ELEVATION ARE AS FOLLOWS: AVERAGE ROOF HT-43.5' HIGHEST PARAPET HT-44.9' PENTHOUSE(S) ROOF HT-48.3' HVAC HT-53.3' AVERAGE EDGE OF ROOF HT-44.2' DISH/ANTENNA HT.=51.4' U 3 rvoaaa o auea �0"* wwr _ SITE II99 I LAKE I BALLINGER Q �� _ `^ _ COUNTY _ _ _SNOHOMISH _ _ _ _ _ _ KING COUNTY N 205TH ST 3 z Z � ¢ VICINITY MAP — NOT TO SCALE — LEGEND SUBJECT BOUNDARY LINE RIGHT—OF—WAY CENTERLINE RIGHT—OF—WAY LINE — ADJACENT BOUNDARY LINE — SECTIONAL BREAKDOWN LINE DP OVERHEAD POWER LINE UP BURIED POWER LINE G BURIED GAS LINE Di OVERHEAD TELEPHONE LINE ui BURIED TELEPHONE LINE W BURIED WATER LINE ss BURIED SANITARY SEWER SD BURIED STORM DRAIN — — — — DITCH LINE/FLOW LINE ROCK RETAINING WALL VEGETATION LINE o CHAIN LINK FENCE a WOOD FENCE x BARBED WIRE/WIRE FENCE �4 TRANSFORMER -(?- FIRE HYDRANT X( LIGHT STANDARD A GATE VALVE © POWER VAULT ® WATER METER ® UTILITY BOX Q FIRE STAND PIPE 0 UTILITY POLE ® IRRIGATION CONTROL C--- GUY ANCHOR ❑ CATCH BASIN, TYPE I ID GAS VALVE ® CATCH BASIN, TYPE II ® GAS METER a SIGN 0 TELEPHONE VAULT a BOLLARD 0 TEL. MANHOLE MAIL BOX D TEL. PEDESTAL 234.21 SPOT ELEVATION NOTE: 1) ALL ELEVATIONS SHOWN ARE ABOVE MEAN SEA LEVEL (AMSL) AND ARE REFERENCED TO THE NAVD88 DATUM. 2) ALL TOWER, TREE AND APPURTENANCE HEIGHTS ARE ABOVE GROUND LEVEL (AGL) AND ARE ACCURATE TO t 0.5 FEET OR t 1% OF TOTAL HEIGHT, WHICHEVER IS GREATER. TREE LEGEND DECIDUOUS TREE AL=ALDER O MP=MAPLE DS=DECIDUOUS L1�TRUNK DIAMETER (IN) MA=MADRONA OK=OAK TYPE CH=CHERRY EVERGREEN TREE CE=CEDAR DF=DOUGLAS FIR %l ST=STUMP HE=HEMLOCK DF18 PI=PINE 1952 EVG=EVERGREEN HEIGHT AGL IF MEASURED NOTE: TREE DRIP LINES ARE NOT TO SCALE. TREE SYMBOLS REFERENCE TRUNK LOCATION ONLY. TRUNK DIAMETERS WERE APPROXIMATED AT 3.5' TO 4' ABOVE GROUND LEVEL. TREES SHOWN ARE FOR REFERENCE ONLY AND OTHER TREES AND VEGETATION MAY EXIST. SITE INFORMATION TAX LOT NUMBER 00610700200701 & 00610700200703 SITE ADDRESS 10032 EDMONDS WAY EDMONDS, WA 98020 SITE CONTACT MORRIS GROBERMAN PHONE NUMBER 206-240-1159 ZONING WMU (CITY OF EDMONDS) TOTAL LOT AREA 56,192t S.F.(1.29 AC.) PROJECT AREA TO BE DETERMINED SURVEY REFERENCE 1. LOT LINE ADJUSTMENT PER A.F. NO. 201711085004, RECORDS OF SNOHOMISH COUNTY. 2. RECORD OF SURVEY PER A.F. NO. 8808095001, RECORDS OF SNOHOMISH COUNTY. BOUNDARY DISCLAIMER THIS PLAN DOES NOT REPRESENT A BOUNDARY SURVEY. SUBJECT AND ADJACENT PROPERTY LINES ARE DEPICTED USING FIELD —FOUND EVIDENCE AND RECORD INFORMATION. UNDERGROUND UTI LI�TIE EXIST IN THE AREA AND ' UTILITY INFORMATION SHOWN MAY BE Feb '• . • INCOMPLETE. STATE LAW REQUIRES THAT CITY CONTRACTOR CONTACT DWELOP rt ONE —CALL UTILITY LOCATE DEPART SERVICE AT LEAST 48 Know what's below. HOURS BEFORE STARTING ANY CONSTRUCTION. Call before you dig. i/ ,I WIRELESS (((c CAMP+ ASSOCIATES DUNCANSON Company, mc. 145 SW 155th Street, Suite 102 Seattle, W hington 98166 Phone 206.244.4141 Fax 206.244.4455 SITE SESEA00180C VILLAGE AT WESTGATE 10032 EDMONDS WAY EDMONDS, WA 98020 SNOHOMISH COUNTY THIS DRAWING WAS CREATED FOR THE EXCLUSNE USE OF THE CLIENT NAMED HEREON, AND IS NOT TO BE USED N WHOLE OR N PART WITHOUT WRITTEN AUTHOFRATION FROM MA SAID CLIENT. 620M DIRICANSON COMPANY. NC. FLD. CREW: CR/AH FLD. BOOK: 614/142 DRAWN BY: LAC JOB #: 20135.086 DATE: 06/05/23 REVISIONS DATE DESCRIPTION BY 06/08/23 ADD TITLE INFORMATION LAC �1A' of WAagj� 'A 4 41039 7p'YAL LAIm 6108123 SHEET TITLE EXISTING SITE SURVEY SEC 36, TWP 27 N, RNG 3 E, WMI SHEET NUMBER SV1 LATITUDE/LONGITUDE POSITION PROPOSED ALPHA ANTENNA LOCATION NXPARAPEI O I' WOE PARAPET TOP EL. 361.2 .4 ° NO PARAPET D3 0 0 COIJDUIT RUN (TYPICAL) o� VENT PIPE (TYPICAL) HVAC �o. H-FRAME WITH SWiTCHBOXES HVAC I' W/OE PARAPET 3 0 ROOF ANCHOR (Y"CALI WATER SPIGOT ROOF DRAINS (TYPICAL) NO PARAPET 36p 3 PENTHOUSE .� TOP 0L 364.8 I' WIDE PARAPET PENTHOUSE TOP EL=364.8 0. ° o� TOP EDGE OF ROOF EL=360.5 360.3 NO PARAPET k =316.1 60.7L=J16.3 PARAPET DOE OF EL. J60.7 HVATOP EL=365.4 1OP EDGE OF ROOF EL=36f.2 - NO PARAPET RAISED AREA _moo ° o �s \ 9s 0 35q n o o o3o 3�0. ROOFTOP �, \ 0 ° J\ 3� S56� 0 ° 3D 35gb ® 3q1 0 0 36 B 35g6o q5 �03 �s a, o 3 q ® o 35q 6 o o o ROOFTOP o 3 q' o )6 • o o W o / 0 NO PARAPET HVAC 0 0 H-FRAME W/ EQUIPMENT , TOP EL. 369.8 POKER RISER (TYPICAL) TOP EDGE OF ROOF EL=361.4 a- GRNO. EL=316.2 TOP EDGE OF /_mil TELEPHONE PEDESTAL ROOF EL=360.6 ��/�� I POWER VAULT GE TOP EDOF ROOF EL=360.7 TOP dPJ6jT OLATITUDE/LONGITUDE TOP EDGE OF POSITION ROOF EL =360.5 PROPOSED BETA STOP EDGE of ANTENNA LOCATION ROOF EL=360.7 1.3' WIDE PARAPET -TOP EL=361.2 6RNO. EL=316.5 TOP EDGE OF ROOF EL. 360.7 i' V40E ROOF EDGE TOP EL =360.7 ROOF ACCESS HATCH TOP EDGE OF ROOF EL=360.7 360.3 FOC CONNEC71ON GAS RISER PARAPET EL=J61.3 GRAPHIC SCALE NO PARAPET zo 0 10 z 80 TOP EDGE OF ROOF EL. 360.7 (IN FEET) 1inch=20 ft. l inch=40 ft. (11x17 SHEET) SITE DETAIL 0 ROOF CURB 0�590� (TYPICAL) 0 360.3 1 NO PARAPET �76.0 , TOP EDGE OF ROOF EL=360.7 0 3q0. TOP EDGE OF ROOF EL.=760.6 1 0 �� GRIND. EL =J17.7 TOP EDGE OF ROOF EL=361.3 �06 LATITUDE/LONGITUDE RAISED POSITION AREA PROPOSED GAMMA ANTENNA LOCATION S7EEL POST WITH ANTENNA NO PARAPET OR DISH TOP EL=J67.9 STOP EDGE OF `\ ROOF EL. 361.3 `Q711. EL1112 NOTES LATITUDE/LONGITUDE POSITION 1) PROPERTY REPORT ISSUED BY TOWER TITLE, FILE NO. COORDINATE DATA AT ALPHA ANTENNA LOCATION: DISH-154799-PR, EFFECTIVE DATE MAY 22, 2023. NAD 83/91 2) FIELD WORK CONDUCTED IN MAY, 2023. LAT - 47'47'27.01" N NAVD 88 3) BASIS OF BEARING: WASHINGTON STATE PLANE LONG - 12222'06.03" W AVERAGE GROUND COORDINATE SYSTEM, NORTH ZONE (NAD83/91). ELEV. 316.5 FEET 4) UNDERGROUND UTILITIES SHOWN HEREON, IF ANY, LAT - 47.790836' N WERE DELINEATED FROM SURFACE EVIDENCE AND/OR LONG - 122.368342' W UTILITY COMPANY RECORDS. CRITICAL LOCATIONS COORDINATE DATA AT BETA ANTENNA LOCATION: SHOULD BE VERIFIED PRIOR TO DESIGN AND NAD 83/91 CONSTRUCTION. LAT - 47'47'26.60" N 5) FEMA DESIGNATION: ZONE 'X' (AREA OF MINIMAL LONG - 12222'05.39" W FLOOD HAZARD), FIRM MAP NUMBER 53061C1315F, EFFECTIVE DATE JUNE 19, 2020. LAT - 47.790722' N LONG - 122.368164' W COORDINATE DATA AT GAMMA ANTENNA LOCATION: BUILDING HEIGHT NOTE AVERAGE GROUND ELEVATION IS 316.5 FEET: HEIGHTS BASED ON THIS ELEVATION ARE AS FOLLOWS: AVERAGE ROOF HT.=43.5' HIGHEST PARAPET HT.=44.9' PENTHOUSE(S) ROOF HT-48.3' HVAC HT-53.3' AVERAGE EDGE OF ROOF HT-44.2' DISH/ANTENNA HT-51.4' NAD 83/91 LAT - 47'47'24.90" N LONG - 122'22'04.80" W LAT - 47.790250' N LONG - 122.368000' W BENCHMARK IS BASED ON WSRN PUGET SOUND REFERENCE NETWORK. ELEVATION DERIVED USING GPS. ACCURACY MEETS OR EXCEEDS 1A STANDARDS AS DEFINED ON THE FAA ASAC INFORMATION SHEET 91:003. LEGEND SUBJECT BOUNDARY LINE RIGHT-OF-WAY CENTERLINE RIGHT-OF-WAY LINE - ADJACENT BOUNDARY LINE - SECTIONAL BREAKDOWN LINE BP OVERHEAD POWER LINE -UP- BURIED POWER LINE G BURIED GAS LINE DT OVERHEAD TELEPHONE LINE -UT BURIED TELEPHONE LINE W BURIED WATER LINE SS BURIED SANITARY SEWER SD BURIED STORM DRAIN - - - - DITCH LINE/FLOW LINE ROCK RETAINING WALL VEGETATION LINE o CHAIN LINK FENCE o WOOD FENCE x BARBED WIRE/WIRE FENCE �4 TRANSFORMER -(?- FIRE HYDRANT X( LIGHT STANDARD D4 GATE VALVE © POWER VAULT E3 WATER METER ® UTILITY BOX Q FIRE STAND PIPE 0 UTILITY POLE ® IRRIGATION CONTROL E--- GUY ANCHOR ❑ CATCH BASIN, TYPE I ID GAS VALVE ® CATCH BASIN, TYPE II ® GAS METER a SIGN OT TELEPHONE VAULT ° BOLLARD (D TEL. MANHOLE MAIL BOX D TEL. PEDESTAL 234.21 SPOT ELEVATION NOTE: 1) ALL ELEVATIONS SHOWN ARE ABOVE MEAN SEA LEVEL (AMSL) AND ARE REFERENCED TO THE NAVD88 DATUM. 2) ALL TOWER, TREE AND APPURTENANCE HEIGHTS ARE ABOVE GROUND LEVEL (AGL) AND ARE ACCURATE TO t 0.5 FEET OR t 1% OF TOTAL HEIGHT, WHICHEVER IS GREATER. TREE LEGEND DECIDUOUS TREE AL=ALDER O MP=MAPLE DS=DECIDUOUS L1�TRUNK DIAMETER (IN) MA=MADRONA OK=OAK TYPE CH=CHERRY EVERGREEN TREE CE=CEDAR DF=DOUGLAS FIR %l ST=STUMP HE=HEMLOCK DF18 PI=PINE 1952 EVG=EVERGREEN HEIGHT AGL IF MEASURED NOTE: TREE DRIP LINES ARE NOT TO SCALE. TREE SYMBOLS REFERENCE TRUNK LOCATION ONLY. TRUNK DIAMETERS WERE APPROXIMATED AT 3.5' TO 4' ABOVE GROUND LEVEL. TREES SHOWN ARE FOR REFERENCE ONLY AND OTHER TREES AND VEGETATION MAY EXIST. SITE INFORMATION TAX LOT NUMBER 00610700200701 & 00610700200703 SITE ADDRESS 10032 EDMONDS WAY EDMONDS, WA 98020 SITE CONTACT MORRIS GROBERMAN PHONE NUMBER 206-240-1159 ZONING WMU (CITY OF EDMONDS) TOTAL LOT AREA 56,192t S.F.(1.29 AC.) PROJECT AREA TO BE DETERMINED SURVEY REFERENCE 1. LOT LINE ADJUSTMENT PER A.F. NO. 201711085004, RECORDS OF SNOHOMISH COUNTY. 2. RECORD OF SURVEY PER A.F. NO. 8808095001, RECORDS OF SNOHOMISH COUNTY. BOUNDARY DISCLAIMER THIS PLAN DOES NOT REPRESENT A BOUNDARY SURVEY. SUBJECT AND ADJACENT PROPERTY LINES ARE DEPICTED USING FIELD -FOUND EVIDENCE AND RECORD INFORMATION. UNDERGROUND UTI LI�TIEE EXIST IN THE AREA AND UTILITY INFORMATION Feb Mla SHOWN MAY BE INCOMPLETE. STATE LAW REQUIRES THAT CITY OND CONTRACTOR CONTACT OWELOP R ONE -CALL UTILITY LOCATE DEPART SERVICE AT LEAST 48 Know what's below. HOURS BEFORE STARTING ANY CONSTRUCTION. Call before you dig. WIRELESS (((c CAMP+ ASSOCIATES (9 DUNCANSON Company, mc. 145 SW 155th Street, Suite 102 Seattle, W hington 98166 Phone 206.244.4141 Fax 206.244.4455 SITE SESEA00180C VILLAGE AT WESTGATE 10032 EDMONDS WAY EDMONDS, WA 98020 SNOHOMISH COUNTY THIS DRAWING WAS CREATED FOR THE EXCLUSIVE 118E aF THE CLIENT NAMED HEREON, AND IS NOT TO BE USED N WHOLE OR N PART WITHOUT WRITTEN AUIHOFRATKKJ FROM SAD CLIENT. 620M DIRICANSON COMPANY. ND. FLD. CREW: CR/AH FLD. BOOK: 614/142 DRAWN BY: LAC JOB #: 20135.086 DATE: 06/05/23 REVISIONS DATE DESCRIPTION BY 06/08/23 ADD TITLE INFORMATION LAC AV11 of TTAagj� 4 41038, p �Sy IS'fE1"" O'VAL LAIT° 6108123 SHEET TITLE EXISTING SITE SURVEY SEC 36, TWP 27 N, RING 3 E, WM SHEET NUMBER S•V2 0 Pramira Radio Frequency Exposure RF Safety and VIER Analysis Report SITE-SPECIFIC-INFOR1fATEON Site Name SESE-A,00I80C hfulti-Licensee Facilin- E ITS C NO Street Address 10032 Edmonds-VV- Is Dish Wireless a Sign cant Contributor to Co -Locator C I'ES C NO l NIA Cain-, State, Zip Edmunds. %VA 98020 Are-R auws Mri atio¢'! Dish R-h•eless's Elsa %-IIPE(Measured- Dish Rireless's 1Las% E11?E 265416% General Public (Predictive - Cs—.1 Pnbiic) Structure Ts a RooftopAssessment Date Broadcast (.i.1LT3llTt� ❑ ITS C NO Assessment Purpose NSB Co -Locators TotalAttrss Points 1 Total Rr. ort Recisions Ori ' al11art Date OWN1013 R out Revision bare J C0IIPLLih\T AS DESIGNED C—Pliance States _ I COIIPLLITT PERRF S.r.FETY PI— N SUB1ESSION �EfITICATION LS REQUIRED Site Photo dish wireless 2 Executive Summary • Pramira Tbis report provides the results of as RF power density analysis performed for Dish Tireless at site SESEA00180C in accordance with the Federal Cammnnickioms Coinmission (FCC) rules and regulations for RF emissions described is OET Bulletin 65. Edition 97-01. This report addresses RF safety for two classified groups &Erred by OET Bulletin 65: Occupationali Cmtrolled and General Population! Uncontrolled. Based on the analysis, this site will be Camptiant with FCC rules and regulations and Dish Wireless 's Signage and Baaier Policy if the mitigation details provided in Table 1 are implemented. NOTE: The table represents either the s(gnagelbarrlers installed I removed OR items required by the market (if midgaton is not installed by consuhamheador). •A—kic r., nhoel bepnsmda,rhe.trayss Aracb m,hr.baen 80�rsw diming in Scram t', •• fiamRF rrgrrs snos'd ba ao:rodwr rho SfaaAa t('ci! rrrmrs. ,Son Am.ixgoe Sxrioa 5_:, S vista• Detail Location NIA Access Poinl S A .0 ha N+A Beta N+A Gamma N+A NOTE: The toblt� nb— repI—mt E)a T=(; eomplio— itemo implemented at da-, loci don. Notes+.idditioaal C ompHaace Reguirements(s): Mitigation rs mquired per the Srgnnge! Barrier Diagram Table 1: Elitigation Requirements for Compliance Page 4 of 29 Pramira, Inc 404 North Berry Street, Brea, CA 92821 800.678.1169 ' . Pramira Table of Contents Page 2 of 29 Pramira. the 404 North Berry Street Brea. CA 92821- 800.678.1169 0 Pramira 11 Conclitsion and Rerornnieitdadoits. • The results of the analysis indicate that power density levels m the generally accessible ateas w the V in Roof level will exceed the FCC's MPE limit four General Popular- enviraamemt . • The results of the analysis indicate that power density levels m the generally accessible areas on the Ground level will not exceed the FCC's MPE limit for General Population arments- • The max theoretical 1, MPE is 265426% (FCC General Public) directly in front of the antenna beams at the -lain Roof level • NOC and Guidelines Signs need to be posted at the Access Hatch to the Main Roof • This site will be operating m general compliance with FCC OFT Bulletin 65 and Dish V67irelem 's siGnage policy as the mitigation requirements outlined in the Executive Summety are implemented. See the Signage'Baaier Diagram section for further details on the recommended signage placement locations. Fore: ,liad'frcadar:rorhe.are; andwimr mcharmelmunc arawww'7eceis mueedmerhase lirod in this nil! raauire addinoaol-ahnnon m d,® ,. romadartrs. Page 5 of 29 Pramira. lac - 404 North Berry Street. Brea, CA 92821- $00.678.1169 0. Pramira 1 Certification This report, prepared by PrartI Inc. for Dish Wireless, is intended to docaaneaa compliance and evaluate power density levels as outlined is the report The computations, analysis, and resulting report and conclusions were based on applicable FCC guidelines and regulations for maximum permissible exposure to humans consistent with FCC OFT Bulletin 65, Edition 97�O1. Additionally, Pramira, lac. certifies that the assumptions are valid, and that the data used within Pramira' control are accurate, inchudmg m oration —11-c ed as part of Pramira' field surveys. Pramira, lac. does not however certify the accuracy ar carrecm— of any data provided to Pranvra. Inc. for this analysis and report by Dish Wireless or other third parties working on behalf of Dish Wireless. I certify that the attached RF exposure analysis and report is correct to the best of my hmowledge, aad all talc„ laticiae, assumptons and conehisions are based on generally acceptable eagiaeering practices: �hI Eye D ♦C� 77449 SIGNED, 30 AUG2 023 EXPIRES, 3 FEB 2074 Tim Alexander, =_ PE Tim Alexauder,P E. This oom liuhoe assessment d,eW has been p. II and red—d • Pr aver Reviewer Name Ibrahim Ali Mike Arnold Titk RF En ' r Piu ect Ma.y. Daft 08l3012023 00012023 Page 3 of 29 Pramira Inc 404 North Berry Street, Brea CA 92821. 800.678.1169 ' . Pramira 3 Introduction The purpose of this analysis and report is to evaluate the cumulative power density levels of all von -excluded antennas located on the site and identify any areas of concern that rehire mitigation. This report also assesses the site's compliance with FCC OET Bulletin 65;-Gtiidelines for Human Exposure to Radio -frequency Electromagnetic Fields'. 3.1 Site Descripdori: Site Name: SESEA00180C Street Address 10032 Edmonds Way Edmmds, WA 98020 Latitude: 47790767° 1--gimde: - 122.3682470 Structure T.-pe Rooftop Structure Height_ 45' AGL BTS Equipment Location: The BTS Equipment is located on the Main Roof Co-1 ,ocatotI Other Antennas: CD shows Co -locator antennas. Since no co -locator data as provided, a general antenna —figuration was used modeling the Unk own canier- However. until those details can be confirmed in the Post analysis, (Unlnown) was used as an identifier in the report. CLs were estimated from the CDs- Arress:l RESUB i7az1�PINIV CITY OF EDMONDS Page 6gkoELOPMENT SERVICES Praailra,lac 404North Berry Sheet, Brea, CA92921 800.678.1169 DEPARTMENT dw h wkewwwh 5701 SOUTH SANTA FE DRIV_ LITTLETON, CO 80120 (((C CAMP+ ASSOCIATES 19515 N. CREEK PKWY, SUITE 220 BOTHELL, WA 98011 PHONE: (425) 740-6392 W W W.CAAM PA7 SSSOC.COM JV. 1EH t CG] Id ® 40555 0/0 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: JAC JAC EJC RFDS REV #: 1 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 2/8/2024 REVISED SA & DRAWINGS A 1/31/2024 ADDED EUVATION NOTE A 1/23/2024 REVISED EQUIPMENT LOCATION A 11/08/2023 ISSUED FOR FINAL A 6/30/2023 ISSUED FOR REVIEW A 8/3/2023 ISSUED FOR PRELIM REVIEW A 8/8/2023 ISSUED FOR REVIEW A&E PROJECT NUMBER SESEA00180C DISH Wireless L.L.C. PROJECT INFORMATION SESEA00180C 10032 EDMONDS WAY EDMONDS, WA 98020 SHEET TITLE EME REPORT SHEET NUMBER EME-1.0 DISH Wireless L.L.C. TEMPLATE VERSION 48 — 2/21/2022 J Pramira 3. 2 Site Configuradon Being.Vodeied • This a Rooftop application inhere Dish Wireless antennas are mounted on the Guyed Tower. « This will be a Three -Sector site with One Achim antenna in each serer. r The slues °f the ant— rad center for all sectors (50') Main Roof Height (44.2'), are based on the CDs. These values must be wrified on the site audit for the past study. « Each sector supports 5GNR at 600, 700. 1900, 2I00, MHz. All LTE support MIMO. • All techuelcg- went evaluated assuming themaximum number of chancels and were running at— power 100% of the time. Page 7 of 29 Pranvra. Inc 404 North BerryStreet. Brea. CA 92821- 800.678.1 169 I. Pramira 4.3 RF Emissions Diagram(s) The RF Emissions Diagrsm(s) display the Theoretical spatially —aged IVlaximum Pervtissible Exposure (IVIPE) percentages that are expected for each study's elevatoa for Dish Wireless antennas and all other carrier antennas at the site. General Population MPE limit is included to demonstrate where Dish Wireless is a significant contributor to accessible areas where multiple carrier's transmitters are present. These diagrams use modeling as prescribed in CET Bulletin 65 and assumptions detailed in Appendix A. The keys at the bottom of each diagram indicate if percentages displayed are referenced to occnpatioml Limit and FCC General Public hiaximum Permissible Exposure (12E) limits. % of FCC General Public Exposure Limit, 0%-S% 5%-100% 100%-500% 506%-5000% Sw%+ 5%-20% W%-t00% 100%-low% lilwt t Page 10 of 29 Pramira Tnc 464 North Berry Street, Brea, CA 92821- SOD -678-1169 I :J Pramira 4 PredictiheAnalvsisDetails For purposes of this analysis, RootMasterdl was configured to p—ide an output based on the appropriate MPE limit(s) published is the FCC's guidelines- The antenna iefomaaHon was loaded into ROofMaster*, an NIPS predion- analysis tool by Waterford Consultants. LLC. 4.1 Anah'sis Loraflons: Number of Elerations Anah7ed: 2 « Main Roof Le-1 « Ground Level Page 8 of 29 Prawns. Lac - 404 North Berry Street, Bres. CA 92821- 800.678.1169 J Pramira 4.3.1 RF Emissions Diagrams)- All Transmitters Referenee Plane: Alain Roof Level 0 Adjacteil( Dis ,*`00f I i Ground Y Ground eta Road Main Roof oo:sx salt sm Si Cround / 1 IerraJm � .��% 1 I � •�. \ �. s i lI / Road Uish Galniiii� 165° The maximum theoretical °i MPE of the General Population limits=2654.26Y. Page I I of 29 Pramira, Inc 404 North Berry Street Brea, CA 92821 800.678.1169 0 Pramira 4.2 .47reemia INveman The following table shuns all transmitting antennas and contains the technical data used to simulate the power density that may be encountered with all antennas simultaneously operating at full rated power with the exception of any excluded antennas cited ie this do—ut. I£ Co -Locator antennas exist and the use of "Unknowe as an antenna mode.] that meaas the specific antenna details could not be secured, generic antennas, frequencies, and Tx powers were used for modeling. The assumpacus used are based an past experience with co cations camers- Zheight represents the distance from the nearest wall-g surface to the Centerline of the The wtema ZLeigbts Hsted oboes axe refer -tied to the Top of the M i , Roof, and Ground Ll-Is Table 2- Antenna Im entorc Page 9 of 29 Pramira. Lac 404 North Berry Street. Brea. CA 92821- 800.679.1169 Pramira Reference Plane: Alain Roof Level Adjacent Disl ��' Roof l .+ I��- Ground A1�II1 ia-��I�n� .mwA � .. 4MEE0► Ground 4 l l "il Main Roof ecertMf£Leacne 9 cox roar Z v\� eim�arr. sw� torw�aame y \ l yrp l..F M5aFrrl �i.«a3afai Ground Road r"Aemt r 1-1 -1" Road • c+n Dish G-AmI The maximum theoretical WE of the Occupational Lmuit=530.95% RESUE Feb 09 2024 CITY OF EDMONDS Page 12 @EVELOPMENT SERVICES P—a- Inc 404 North Berry Street, Brea, CA 92821 800.678.1169 DEPARTMENT d...sh 5701 SOUTH SANTA FE DRIV_ LITTLETON, CO 80120 Oc CAMP+ ASSOCIATES 19515 N. CREEK PKWY, SUITE 220 BOTHELL, WA 98011 PHONE: (425) 740-6392 W W W.CAAM PA7 SSSOC.COM R�. 1EH E t 0 d % �• fd ® 40555 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: JAC I JAC EJC RFDS REV #: 1 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 2/8/2024 REVISED SA & DRAWINGS A 1/31/2024 ADDED ELIVATION NOTE A 1/23/2024 REVISED EQUIPMENT LOCATION A 11/08/2023 ISSUED FOR FINAL A 6/30/2023 ISSUED FOR REVIEW A 8/3/2023 ISSUED FOR PRELIM REVIEW A 8/8/2023 1 ISSUED FOR REVIEW A&E PROJECT NUMBER SESEA00180C DISH Wireless L.L.C. PROJECT INFORMATION SESEA00180C 10032 EDMONDS WAY EDMONDS, WA 98020 SHEET TITLE EME REPORT (CONTINUED) SHEET NUMBER EME-1.1 DISH Wireless L.L.C. TEMPLATE VERSION 48 - 2/21/2022 J Pramira Reference Plaue: Gronad Lerel aljaceiit Dish Alp R+o`ofI .• 350° Road Ground Y Ground Dish Beta Road Main Roof Wc.nMM: RGraund ff d, 6vbp Wo obF..fl M. Wla4m Q Z` Qre.�C ~ Garde Goa nm Dish Gam a Road 165° The nlasmltlmthemetical °% VIPE of the General Popldation limits =D 63% Page 13 of 29 Pramim Inc 404 North BerryStreet. Brea. CA 92821- 800.678.1 169 0. Pramira Reference Plane: \fain Raof L-1 Adjacent Disli Olft-Roofl iRoad Ground Grnnnrl /` '�. eta f!�► J '�6 1 Road Sinn Roof xee Mfi Leoxe trrnrl[]d J■ u ax gyp■ an ,mz c, .4, ro o.se.eaewa pqulnmzf.I 0 Dish Gamins Raad K 165° 'rl< The maximum theoretical % VIT of the O—patioaal Limit =530 95% Page 16 of 29 Pramua Im - 404 North Berry Street, Brea, CA 92821 200.678.1169 a. Pramira Reference Plane: G--d Lerel .1 adjacent Dish Alp M Roof 1 �� 3S0° Road l-rnunJ :round Dish Deta ' Sao Road ]lain Roof P. ..HEEL ❑ I I ri una T 4 ! ✓• 7 ❑ oaz.imar �. 1 1 I o�. 16aa K. D. Mw VM. a 1u Lna [JU Ga. 0 Dish Gaon It E2n:ul 166' The nlaYltlltlm theoretical 3IPE of the OccupatioW Lialit=0.13% Page 14 of 29 Provos Eac 404 North Berry Street, Brea. CA 92821- 800.678.1169 • Pramira Reference Plane: Gronad L-ol ELF Dish alp ~ \jloofl _s 3S0° Road Ground Dish Ileta Road Main Roof K.w (:round 1 P 0 x ,00z y �M / ■ vmx. � oarF..l vyr a6lY a �_ 1 c.,.crard. l Road �•t Dish Ganu-11it 16e, The —im— theoretical °o NIFF of the f A Populatirm limits -0 63% Page 17 of 29 Pramira, Lac - 404 North Berry Street, Brea, CA 92821- 800.678. 1169 0. Pramira 4.3.2 RE Emissions Diagrams} Dish [Tireless Iransmitters Onh-: Reference Plane: Main Roof Lerel \Adjacent Di.hAlpha 7 Q '`'etooVf 1// O o+0 ` Raad. Ground lI ♦. � '•�l)IS meta Ground / � A. 7 ' i J Read Alain Roof r.a. aFc (:round ❑ of sa Int l66i o"ws.ra L.a �� /ate o q�MIa6a2Fw6 --- * oDr `�`/ �• a Road Dish ('.amino 16S° The tna3imllm theorehcal *, NTE of the Cieneral Poptilaaon hrmta-2654.26y, Page 15 of 29 Pramira. Inc - 404 North Berry Street, Brea, CA 92821- $00.678.1169 Pramira Reference Plane: Ground Lerd \ adjacent Dish alp Roof 1 3..%' Read Ground Y (:round Dish Beta �. —"► 851 l Road Alain Roof wm M6r Ground ❑ u N oLe s y®tr� fffJJJ �.,�Noc IabM9b�a '` rw ab6ir7 \ Mr4l�xnlaL J GVGv� • ad, Dish C:anuunm/ Ro.id 1655° The masimnm theoretical 0. NIPE of the Occupational Limit =0.13% RESUE Feb 09 2024 CITY OF EDMONDS Page isBEVELOPMENT SERVICES Prantira Inc 404 North Bem• Street, Brea, CA 92821 800.678.1169 DEPARTMENT d...sh 5701 SOUTH SANTA FE DRIV_ LITTLETON, CO 80120 Oc CAMP+ ASSOCIATES 19515 N. CREEK PKWY, SUITE 220 BOTHELL, WA 98011 PHONE: (425) 740-6392 W W W.CAM PASSOC.COM L. 1 0 . Id ® 40555 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: JAC JAC EJC RFDS REV #: 1 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 2/8/2024 REVISED SA & DRAWINGS A 1/31/2024 ADDED ELIVATION NOTE A 1/23/2024 REVISED EQUIPMENT LOCATION A 11/08/2023 ISSUED FOR FINAL A 6/30/2023 ISSUED FOR REVIEW A 8/3/2023 ISSUED FOR PRELIM REVIEW A 8/8/2023 1 ISSUED FOR REVIEW A&E PROJECT NUMBER SESEA00180C DISH Wireless L.L.C. PROJECT INFORMATION SESEA00180C 10032 EDMONDS WAY EDMONDS, WA 98020 SHEET TITLE EME REPORT (CONTINUED) SHEET NUMBER EME-1.2 DISH Wireless L.L.C. TEMPLATE VERSION 48 — 2/21/2022 J Pramira 5 Signagel Barrier Detail 5.1 Signage! Barrier Detail Finial C—Fl nt C—rigi r tian riV i �. CC'3p-��l1 GLTIID'LIIYFS 34D"rrCr C'AL*ITOV TI UL UNG Pfoc KgFo Arre99 Points) _ [1] ° L: [ ] 11 [1 owl • I Alpha I] E: =11].. I ter] C Beta I Ell —[1] 11 ::1[] c NOTL: the table repments either the signage..bariiers iustalled 1 removed OR items required be the market (if mitigptica is not installed by consdlanth-endor]. •ma.-�xr;rrs::�,,aa ae,�w:aam ��rrar xmrn:a �n..0 aw,y rsre aouu1,>g ran srnm,s�� +*nir.a An:igu :.9a::Rd bepo.Yad ai ria.0 1. yaa:w-or.. Seed m,rrcrrr saniwr s.aj S d.1ts-Sign Derail Location N,A Acce55 Paint N: A Alph. Nil, Beta Nr:A Gamma �+.A 101E: I'he tables aSore represent LTISTIIVG comp0ance items implemented at this Focati•m, Notes? Additional Compliance Require nenu(s): Mitigation is required per the Signage! Barrier Diagram Table 3: 3litigation Requuemems for Compliaace Page 19 of 29 Pramira lnr 404 North Berry Sheet, Brea, CA 92821- SOD -678.1169 1 J Pramira 7 appendix A: FCC Compliance and RF Safety Policies In August of 1997. the FCC published OET Bulletin 65 Edition 97-01 to regulate methods for evaluating compliance with FCC guidelines forhumaaexposure to radiofrequenc-y (RF) electromagnetic fields. The FCC guidelines for human exposure to RF electiomagnetic fields incorporate two categories of hmuls; namely `Controlled" (a.ka, Occupational) -d "Uncontrolled" (a.k.a. General Public), The guidelines offer suggested methods for evaluating fixed RF transmitters to easure that the controlled and uncontrolled limits deemedsafe by the FC for hum- exposure are not exceeded. OET Bulletin 65 recommended guidelines are intended to allow an applicant to "make a reasonably quick determination as to whether a proposed facility is in compliance with the limits." In addition, the guidelines offer alternate supplementary considerations and procedures such as field measurements and more detailed analysis that should be used for multiple emitter situations. These guidelines define RF as emissions is the frequency range of 300 kHz to 100 GHz The FCC define Mmitmwn Permissible Exposure (MPE) limits within this Frequency range based on histits recommended by the National Council on Radiation Protection mad Nleasuremem. the Institute of Electrical and Electronics Engineers (IEEE), and by the American National Standards Institute (ANSI), As shown is Table 1 of Appendix A. the averaging time for Occupational Controlled exposures is 6 minutes, while the averaging time for general populatieauacontrolled exposures is 30 minutes. As an illustration ofthe application of time -averaging to OccupatiooabControlled exposure consrder the following - The relevant interval for time -avenging for OccupadonalfControlled exposures is six minutes. This means, for example. that during any given six -minute period a worker could be exposed to two fines the applicable power density limit for three minutes as long as he a she were not exposed at all for the preceding or following three minutes. Similarly. a worker could be exposed at three times the limit for two minutes as long as no exposure occurs during the preceding of subsequent four minutes, and so forth. Page 22 of 29 Pramira. lac 404 North BerryStreet. Brea. CA 9282➢- 800.678.1169 0 Pramira 5.2 Signagel Barrier Diagram u,�e Grwnd N ,ixp—d �l \lain R.m Roof Grv••a h'0oI tb, Awdelines Sons nevi m R noniN ar the Axaa Ha�O Io Iae hS.n Ron( G<a.a 0 N' Rend Page 20 of 29 Pramira ]nc 404 North Berry Street, Brea, CA 92821- 800.678. 1169 0. Pramira The specific MPE limits defined by the FCC are as follows L'mils roc Frequency OccupBioriL'CoMroP Densre Electric Field Map tic FieldPowerOens ld dy Averaging 7imelEl^2, Range [MHa] stranglh tp p/?m] Strength (H] [Non] (S) [mW?Cm^I] IHI^2. or S [minutes] 03-3.0 614 1.e3 700` 6 3-D-30 184J1 4,SIM BOOK^2` 5 30-3D0 e1.4 01a3 1 1 300.. 1.00 - 11 a 1,50D 100,000 5 8 LimnFfor Gen• iPopulaaoNUnocntmikd Eapcsum Frequency Electric Field Magnetic Field Power Density Averaging Tim IEI"2, Range [MHzI Sbeegth M ff1 rnl Strength(NI [Nm] tS) [mW?Cm^2i IHI^2or S [min Wes] 0-3.3.0 614 1.e3 1001 30 3-D-30 B42A 2, 11M lsvfi2' 30 30-3D0 27.5 0,073 D,2 30 3D0 - 1,50D - - n1500 30 1-50D - 101).000 1 30 F= hw—cy 'lane-rrsre power density Table 1 The specific NIPE limits defined by the FCC The FCC states that "Occupational:' Controlled limits apply in situations in which persons are expensed as a ccuseq.— of then eniployrr—1 provided those persons are fully aware of the potential for exposure and can exercise control mer their exposure- Limits for Occupational. Controlled exposure also apply in situations when an individual is transient through a location where Occupational+ Controlled limits apply provided he or she is made aware of the potential for exposure." For General Populmioai Uncontrolled limits, the FCC states that "General Population: Uncontrolled exposures apply in situations mwhich the general public may be exposed, or in which persons that are exposed as a consequence of their employment may not fully be aware of the potential far exposure or cannot exercise control over their exposure." For purposes of this analysis, all limits arc evahtated against the Power Density Bouts. Typical guidelines for determining whether Occupational -Controlled limits can be applied include easurmg the environment (slrch as a rooflop) as limited'coarrolled access era locked doors or physical hm I that are preferably controlled by a landlord that is aware of the situation and can ird'ortli anyone going through the locked door of the existeare of the RF emissions- Such notifrcation;awaretess is typically accomplished by means of sign ge on the door. or other access to the area of ooacern. as well as Signage on or near the antennas. Examples of such signs include the following: Page 23 of 29 Pramira.. lac 404 North BerryStreet. Brea, CA 9'_8'_l 800,678,1169 t - Pramira 6 Conclusions and Recommendations: • The results of the analysis indicate that power density levels in the generally accessible areas m the Main Roof level will exceed the FCC ;s MPE limit for General Population at-ironm-is. • The results of the analysis indicate that power density letmis in the generally accessible areas m the Ground let el will not exceed the FCC's MPE limit for General Population at-ironmats. • The max theoretical !ro MPE is _'654 '6gbGeneral Pabtic) directly in front of the antema beams at the Main Roof le-L • NOC and Guidelines Signs need to be posted at the Access Hatch to the _Crain Roof • This site atilt be operating in general compliance with FCC OET Bulletin 65 and Dish Wireless 's sigmage policy as the mitigation requireenems, outlined m the Etcerdive Summary are implemented. See SignageBarmar➢iagram sectionfor further details on the recommended sig-ge placement locations. N'we: hdadifirmion: ran rhe.sireand orimrea:rr in c —,1-- wmxvr levels warsedinr rhwe Io d a, this r-ein ai/l raoatre 4ddinaa4l eralaoaon m dmwmine romo6anre. Page 21 of 29 Pra®ra 1— 404 North Berry Sheet, Brea CA 91821 900-678-1169 O C-A(�UyTION 1 (W) ' ..` lorrarl•paatgaullt wa�.�-.v..r...t rrrrrrr:reYp•aF[G nolwrnOaarRawaq Rlrey.lYresa+ rrrrntlaEl�YPEn laaalrnanaarrrwit Ir..��gw Y�w1 YlrMlnffiaMiDL YrrlrW ..rrrw�ww•rkRRa�aa otir.M... .0 Ian Ywa• oyrwwl.tr.er 4 YwRr .weir a nay eaYtrill8ea laRown naari eaCalaY4N rJ MniRS al Y4Ralr er r..atirw+rr+• ara�•rr•MWYMa rlrr-'rrarritr err• ro. dish 1M ran—� h n Standards for when to use each of the above signs are as follows No sign required: <100oFo of Public Lin11t MPE Blue Sign, Notice: 100%to <500% of Public Limit MPE Yellow Sig." Caution: 500%to <500010 of Public Limit MPE Red Sign, Wanting: 250D0%of Pit hl is Limit MPE All MPE references are rn the FCC Public [units No sign required: <20% of Ocatpati—al MPE Blue Sign, Wilke; 20%to<100%of MPE Yellow Ngn, Caution: 100%to <1000%of MPE Red Sign, Warning: ?1000%of MPE 411.WPE references are io the FCC Ocntpntionrti limit, 01 J Pramira RESUE 1070111101yINyz1 CITY OF EDMONDS Page 24800ELOPMENT SERVICES Pramira: rnr 404 North Berry Street, Brea, CA 92821- 800.6 78.1169 DEPARTMENT d 140OF ..sh 5701 SOUTH SANTA FE DRIV_ LITTLETON, CO 80120 Oc CAMP+ ASSOCIATES 19515 N. CREEK PKWY, SUITE 220 BOTHELL, WA 98011 PHONE: (425) 740-6392 W W W.CAAM PA7 SSSOC.COM RJ. 1[H t 0 d Id ® 40555 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: JAC JAC EJC RFDS REV #: 1 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 2/8/2024 REVISED SA & DRAWINGS A 1/31/2024 ADDED ELIVATION NOTE A 1/23/2024 REVISED EQUIPMENT LOCATION A 11/08/2023 ISSUED FOR FINAL A 6/30/2023 ISSUED FOR REVIEW A 8/3/2023 ISSUED FOR PRELIM REVIEW A 8/8/2023 1 ISSUED FOR REVIEW A&E PROJECT NUMBER SESEA00180C DISH Wireless L.L.C. PROJECT INFORMATION SESEA00180C 10032 EDMONDS WAY EDMONDS, WA 98020 SHEET TITLE EME REPORT (CONTINUED) SHEET NUMBER EME-1.3 DISH Wireless L.L.C. TEMPLATE VERSION 48 — 2/21/2022 . Pramira Appendix B: Overview of RoofAfaster@ Functions and Assumptions RoofMastetg is a RF Compliance software package designed to enable the analysis. assessment and mitigation of communications sites with tespect to human exposure to radiofrequeucy electromagnetic fields- R.rofMaI was developed ire 2DU8 by Waterford Consultants to support compliance as—sments performed at single and multi -operator wireless locations throughout North America and has been in service since 20DS. Real -world experience in evaluating thousaa& of base station installations are rellected in the RoofMasterci� design approach Tbn document provides a guide for creating simulations cf RF hazard conditions through the characterization of antenna systems and site features and through FCC -specified computational analysis. On nay structi— one may eacourI aareanas installed by wireless service providers, public safety and other FCC -licensed and unlicensed operators. Siting constraints have resulted m diverse and complex --tits ar—ble to people perforating a variety of activities around these antennas. RocflVfaaterg supports the characterization of these locations to coney important information regarding RF sources and accessible areas .pessary to evaluare the potential for human exposure to h—do rs levels of RF energy. RoofMastaiI supports the depiction of communications sires through the display of construction drawing or aerial photography image files a. well as providing line dmwtiag tools. These representations are scalable to enable the modeling of any locatiinn. Roof sluterg utilizes a thmedimeasioanl spatial framework consisting of a 1000 x 1000 grid with unlimited vertical dimensions necessary- for the positioning of antennas and modeling of RF conditions at each grid point throughout the space. Predictive analysis is performed on a study plane at a specified clevatian The subsequent sections of this guide prmide, the steps necessary to create a site representation and conduct these studies. RODE slutet� employs several power density prediction models based on the computan ..I approaches set forth in the Federal Communications Commission's Evaluating Compliance with FCC Guidelines for Human Exposure to Radiofrequency Electromagnetic Fields, OET Bulletin 65. This guideline utilizes several antenna and operational parameters in calculating the power density contributions from each emiter at specified points throughout the study space. RoofMaster2) enables antennas to be fully de5ned in site specific aspects as well as through the use of a Homy of mamufuctrer data The paramtk— include: Page 25 of 29 Pramira.. Inc - 404 North Berry Street, Brea, CA 92821- 800.678.1169 . Pramira 9 References FCC (1997). "Evaluatng Compliance with FCC Guidelines for Human. Exposure to Radiofrequeacy Electromagnetic Fields-: Federal Communications Commission: Office of Engineering and Technology. CET Bulletin 65, Edition. 97-01. Augrst. Naterford Consultants, UC. (1008). Roothbster* User Guide, Waterford Consult is, LLC. Page 28 of 29 Prnmira, Lac 404 North Berry Street, Brea, CA 92821 800.678.1169 0 Pramira § Antenna model § Radiation patterns § Aperture length §Gain § B--dth § Anteana radiation center § Azimuth § Mechanical downdlt § Location § Frequency § Power into antenna In OET-65. the Cylindrical Model is presented as an approach to determine the spatially averaged power density in the near field directly in front of an antenna In order to implement this model in all directions. RoofMasterg utilizes the antenna nta timacturer horizontal patrem data Additionally-. RoofMaster,:E ircorpraates factors that reduce the power density by the inverse square of horizontal and vertical distance beyond the near field region. Pourer density is calculated as follows: S ( 360 lG_H 4' ) pip �l P Beutw0h J 2 aRh 1 cm' • S is the spatially averaged power density valve • R is the horizontal diM— met,— to the study paint • h o the aperture lengthin meters Po is power into the —waaa input portis Watts Roof Aasterl� Implementation: • GO is gain offset to study prim as specified m manufacturer horizontal pattern • Po is adjusted by the portion of the antenna aperture in the 0-6 ft vertical study zone • 11, accounts for ItRa Far Field tall off which starts at 2•h Vr accounts for 1,' (vertical distmmce) ' mR off from antemoa bottom to the top of the 0-6ft study zone (m antenna top to bottom of 0-6ft study zone) Page''6 of 29 Pta a- Inc 404 North Berry Street, Brea. CA 92821 800.678.1169 1. Pramira 10 Limited Warranh Ptamita. Iuc, warrants that this analysis was performed in good faith using the methodologies and assumptions covered in this report and that data used for the analysis and report were obtained by Pranura. Inc, employees or representatives via site surveys or research of Dish Wireless 's available infoi nation In the eveut that specific thad-party details were not available, best efforts were made to use assumplioas that are based on industry experience of varions carriers" standards without violating any confidential ia£ormatian obtained under non -disclosure terms pranura. Inc. also waaaats that this analysis was prrfomted in accordance with industry acceptable standards and methods, There are no other warrauties, express or implied including but not limited to, the -plied warranties of merchantability and fitness for a particular purpose relatiag to this agreement or to the services rendered by Pramna hereunder. In no event shall Priuran be held liable to Dish Rrireless. or to nay third party. far any indirect, special. incidental. m con sequeutial damages. including but not limited to loss of profits, loss of data, loss of goodwill, and increased expenses. In no —ut shall Pramira be liable to Dish Wireless for damages, whether based in coatratt, tar[, negligence, strict liability.. or otherwise, exceeding the amount payable hereunder for the services giving use to such liability. Page 29 of 29 Pramira.Inc 404 North Berry Street. Brea, CA 92821- $00.679.1169 .0Pramira llot to Scale Page27 of 29 Prantira. Inc 404 North Berry Street. Brea, CA 92821 800.678.1169 RESUE Feb 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT i.Oi ..sh 5701 SOUTH SANTA FE DRIV_ LITTLETON, CO 80120 Oc CAMP+ ASSOCIATES 19515 N. CREEK PKWY, SUITE 220 BOTHELL, WA 98011 PHONE: (425) 740-6392 W W W.CAAM PA7�S7�SOC.COM RJ. �l r t� 0 fd ® 40555 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: JAC JAC EJC RFDS REV #: 1 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 2/8/2024 REVISED SA & DRAWINGS A 1/31/2024 ADDED ELIVATION NOTE A 1/23/2024 REVISED EQUIPMENT LOCATION A 11/08/2023 ISSUED FOR FINAL A 6/30/2023 ISSUED FOR REVIEW A 8/3/2023 ISSUED FOR PRELIM REVIEW A 8/8/2023 ISSUED FOR REVIEW A&E PROJECT NUMBER SESEA00180C DISH Wireless L.L.C. PROJECT INFORMATION SESEA00180C 10032 EDMONDS WAY EDMONDS, WA 98020 SHEET TITLE EME REPORT (CONTINUED) SHEET NUMBER EME-1.4 DISH Wireless L.L.C. TEMPLATE VERSION 48 — 2/21/2022 / \R00 \FRS / rom 1 1 \ 1 � 1 \ 1 1 1 \ 1 \ 1 1 _ j (E) PROPERTY 1 LINE I �r------------ OVERALL SITE PLAN SEE ENLARGED SITE PLAN (A-2.0) / PROPERTY •—� %w Lli E I I Uiffi �a (E) PROPERTY LINE NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 2. CONTRACTOR SHALL MAINTAIN A 10'-0" MINIMUUNIM SEPARATION BETWEEN THE PROPOSED GPS T, TRANSMITTING ANTENNAS AND EXISTING GPS UNITS. 1 10' 0 RESUB Feb 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 30• 60' 1 d...sh `-, i�wewm. 5701 SOUTH SANTA FIE DRIV_ LITTLETON, CO 80120 (((c CAMP+ ASSOCIATES 19515 N. CREEK PKWY, SUITE 220 BOTHELL, WA 98011 PHONE: (425) 740-6392 W W W.CAAM PA7 SSSOC.COM JV. 1EH E 1 0 Id ® 40555 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: JAC JAC I EJC RFDS REV #: 1 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 2/8/2024 REVISED SA & DRAWINGS A 1/31/2024 ADDED EUVATION NOTE A 1/23/2024 REVISED EQUIPMENT LOCATION A 11/08/2023 ISSUED FOR FINAL A 6/30/2023 ISSUED FOR REVIEW A 8/3/2023 ISSUED FOR PRELIM REVIEW A 8/8/2023 ISSUED FOR REVIEW A&E PROJECT NUMBER SESEA00180C DISH Wireless L.L.C. PROJECT INFORMATION SESEA00180C 10032 EDMONDS WAY EDMONDS, WA 98020 SHEET TITLE OVERALL SITE PLAN SHEET NUMBER A-1.0 DISH Wireless L.L.C. TEMPLATE VERSION 48 - 2/21/2022 rL) PROPOSED DISH WIRELESS ALPHA/BETA SECTOR BEHIND PROPOSED SCREENWALL PROPOSED CAUTION SIGNS SITE PLAN (GN-2.0) // \ / PROPOSED DISH WIRELESS 5'X7' LEASE AREA & EQUIPMENT LOCATION IN 0 / EXISTING TRASH ROOM ON FIRST FLOOR o / PROPOSED DISH WIRELESS CABLING o h IN PROPOSED 4" CONDUIT / (2/SECTOR, 6 TOTAL) / / p o 0 / \ o J o / \ p (E) ROOFTOP / p o / o \ \ \ o ❑ PROPOSED TELCO CONDUIT o ROUTED THROUGH PARKING \ GARAGE TO (P) EQUIPMENT o LOCATION \ O ° o \ p o o , \ 0 \ o ti P \ o PROPOSED NOC AND + p CAUTION SIGNS SITE PLAN (GN-2.0) O \ o 0 EXISTING\TELCO DEMARC p \ \ I \ PROPOSED CAUTION SIGNS SITE PLAN (GN-2.0) I \ NOTES 11. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. I 2. CONTRACTOR SHALL MAINTAIN A 10'-0" MINIMUM SEPARATION BETWEEN THE PROPOSED GPS UNIT, TRANSMITTING ANTENNAS AND EXISTING GPS UNITS. SUB SERVICES ENLARGED SITE PLAN 161r s a' 0 16az 1/16„_1,-0„ d1w ....sh- 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 (((c CAMP+ ASSOCIATES 19515 N. CREEK PKWY, SUITE 220 BOTHELL, WA 98011 PHONE: (425) 740-6392 W W W.CAAM PASSrSOC.COM JV. 1EH 0 40555 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: JAC JAC EJC RFDS REV #: 1 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 2/8/2024 REVISED SA & DRAWINGS A 1/31/2024 ADDED EUVATION NOTE A 1/23/2024 REVISED EQUIPMENT LOCATION A 11/08/2023 ISSUED FOR FINAL A 6/30/2023 ISSUED FOR REVIEW A 8/3/2023 ISSUED FOR PRELIM REVIEW A 8/8/2023 1 ISSUED FOR REVIEW A&E PROJECT NUMBER SESEA00180C DISH Wireless L.L.C. PROJECT INFORMATION SESEA00180C 10032 EDMONDS WAY EDMONDS, WA 98020 SHEET TITLE ENLARGED SITE PLAN SHEET NUMBER A-2.0 DISH Wireless L.L.C. TEMPLATE VERSION 48 — 2/21/2022 EXISTING BUILDING PARAPET m 1O PROPOSED DISH ,O Wireless L.L.C. ANTENNA (TYR OF 3 PER SECTOR, TOTAL 9) \9•• '\� PROPOSED DISH Al A2 A3 Wireless L.L.C. RRH (TYP 6 PER SECTOR, TOTAL 18) �R- Rn B1 BSA SECTOR PROPOSED DISH Wireless L.L.C. BACK—TO—BACK MOUNT B2 (TYR 3 PER SECTOR, TOTAL 9) EXISTING ROOF B3 / VENT, TYP. ------o PROPOSED DISH Wireless L.L.C. OVP DEVICE (TYP PROPOSED DISH Wireless PER SECTOR, TOTAL 3) CABLING ALONG ROOFTOP PROPOSED DISH ON DURA—BLOCKS, TYP. N WIRELESS ALPHA & BETA EXISTING ROOF DRAIN, TYP. SECTOR SCREENWALL ANTENNA PLAN — ALPHA & BETA SECTOR a 2 o a 8 1 1 /4"=l'—O" NOT USED I NO SCALE 13 EXISTING ROOF DRAIN, TYP. — PROPOSED DISH Wireless CABLING ALONG ROOFTOP ON DURA—BLOCKS, TYP. PROPOSED DISH Wireless L.L.C. RRH (TYP 6 PER SECTOR, TOTAL 18) ANTENNA PLAN — GAMMA SECTOR o a' a' I 2 1 /4"—l'-0" ANTENNA TRANSMISSION CABLE SECTOR POSITION EXISTING OR MANUFACTURER — MODEL TECHNOLOGY SIZE (HxW) AZIMUTH RAID FEED LINE TYPE PROPOSED NUMBER CENTER AND LENGTH Al PROPOSED FFVV-65B—R2 5G 72.0" x 19.6" 350' 50'-0" ALPHA A2 PROPOSED FFVV-65B—R2 5G 72.0" x 19.6" 350' 50'-0" (3) POWER & (2) FIBER CABLES (150' LONG) A3 PROPOSED FFvV-65B—R2 5G 72.0" x 19.6" 350' 50'-0" B1 PROPOSED FFVV-65B—R2 5G 72.0" x 19.6" 85' 50'-0" BETA B2 PROPOSED FFVV-65B—R2 5G 72.0" x 19.6" 85' 50'-0" (3) POWER & (2) FIBER CABLES (165' LONG) B3 PROPOSED FFVV-65B—R2 5G 72.0" x 19.6" 85' 50'-0" G1 PROPOSED FFVV-65B—R2 5G 72.0" x 19.6" 165' 50'-0" GAMMA G2 PROPOSED FFVV-65B—R2 5G 72.0" x 19.6" 165' 50'-0" (3) POWER & (2) FIBER CABLES (290' LONG) G3 PROPOSED FFVV-65B—R2 5G 72.0" x 19.6" 1 165' 1 50'-0" RRH NOTES SECTOR POSITION MANUFACTURER — MODEL NUMBER TECHNOLOGY 1. CONTRACTOR DETAILS. TO REFER TO FINAL CONSTRUCTION RFDS FOR ALL RF Al SAMSUNG RF4450T-71A 5G SAMSUNG RF4451D-70A 2. ANTENNA AND RRH MODELS MAY CHANGE DUE TO EQUIPMENT A2 SAMSUNG RF4450T-71A 5G ALPHA AVAILABILITY. ALL EQUIPMENT CHANGES MUST BE APPROVED AND SAMSUNG RF4451D-70A REMAIN IN COMPLIANCE WITH THE PROPOSED DESIGN AND A3 SAMSUNG RF4450T-71A 5G STRUCTURAL ANALYSES. SAMSUNG RF4451D-70A B1 SAMSUNG RF4450T-71A 5G SAMSUNG RF4451D-70A B2 SAMSUNG RF4450T-71A 5G BETA SAMSUNG RF4451D-70A 63 SAMSUNG RF4450T-71A 5G SAMSUNG RF4451D-70A G1 SAMSUNG RF4450T-71A 513 GAMMA SAMSUNG RF4451 D-70A G2 SAMSUNG RF4450T-71A 5G SAMSUNG RF4451D-70A F G3 SAMSUNG RF4450T-71A 5G SAMSUNG RF4451D-70A ANTENNA SCHEDULE ESUB b 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT NO SCALE 4 i40OF ,11111011' ... sh 5701 SOUTH SANTA FIE DRIV_ LITTLETON, CO 80120 {(\ \\CAMP+ ASSOCIATES 19515 N. CREEK PKWY, SUITE 220 BOTHELL, WA 98011 PHONE: (425) 740-6392 W W W.CAAM PA7 SSSOC.COM JV. 1EH � 1 0 �d ® 40555 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: JAC JAC EJC RFDS REV #: 1 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 2/8/2024 REVISED SA & DRAWINGS A 1/31/2024 ADDED EUVATION NOTE A 1/23/2024 REVISED EQUIPMENT LOCATION A 11/08/2023 ISSUED FOR FINAL A 6/30/2023 ISSUED FOR REVIEW A 8/3/2023 ISSUED FOR PRELIM REVIEW A 8/8/2023 1 ISSUED FOR REVIEW A&E PROJECT NUMBER SESEA00180C DISH Wireless L.L.C. PROJECT INFORMATION SESEA00180C 10032 EDMONDS WAY EDMONDS, WA 98020 SHEET TITLE ANTENNA PLAN & SCHEDULE SHEET NUMBER A-3.0 DISH Wireless L.L.C. TEMPLATE VERSION 48 — 2/21/2022 EXISTING BUILDING PROPOSED DISH WIRELESS GAMMA SECTOR SCREENWALL 0 m EXISTING BUILDING Z EXISTING NORTH ELEVATION EXISTING ROOF HVAC EQUIPMENT, TYP. EXISTING ROOF HATCH PROPOSED DISH WIRELESS EQUIPMENT CABINET & UTILITY H—FRAME IN FIRST FLOOR TRASH ROOM PROPOSED NORTH ELEVATION PROPOSED DISH WIRELESS ALPHA & BETA SECTOR SCREENWALL o�rn m MI ml m Fm a EXISTING BUILDING PARAPET 45'-0" AGL IXISTING BUILDING ROOF 44'-2" AGL EXISTING GRADE 0'-0" AGL I3/32"= V-O" I GC TO VERIFY AND MATCH COLOR OF PROPOSED FRP SCREEN TO EXISTING DARK TRIM TIP OF (P) ANTENNAS/ TOP OF SCREENWALL 54'-0" AGL PAD CENTER OF (P) ANTENNASIll 5d-0" AGL BOTTOM OF P ANTENNAS 47'-0" AGL EXISTING BUILDING PARAPET 45'-0" AGL EXISTING BUILDING ROOF 44'-2" AGL EXISTING GRADE 0'-0" AGL RESUB Feb 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 12' 8' 4' 0 2 d 140OF ..sh 5701 SOUTH SANTA FE DRIV_ LITTLETON, CO 80120 (((c CAMP+ ASSOCIATES 19515 N. CREEK PKWY, SUITE 220 BOTHELL, WA 98011 PHONE: (425) 740-6392 W W W.CAAM PA7 SSSOC.COM JV. 1EH E 1 0 �d ® 40555 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: JAC I JAC I EJC REDS REV #: 1 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 2/8/2024 REVISED SA & DRAWINGS A 1/31/2024 ADDED EUVATION NOTE A 1/23/2024 REVISED EQUIPMENT LOCATION A 11/08/2023 ISSUED FOR FINAL A 6/30/2023 ISSUED FOR REVIEW A 8/3/2023 ISSUED FOR PRELIM REVIEW A 8/8/2023 1 ISSUED FOR REVIEW A&E PROJECT NUMBER SESEA00180C DISH Wireless L.L.C. PROJECT INFORMATION SESEA00180C 10032 EDMONDS WAY EDMONDS, WA 98020 SHEET TITLE NORTH ELEVATION SHEET NUMBER A-4.0 DISH Wireless L.L.C. TEMPLATE VERSION 48 — 2/21/2022 EXISTING ROOF HATCH EXISTING ROOF HVAC EQUIPMENT, TYR. EXISTING BUILDING PARAPET 45,-0" AGL EXISTING BUILDING ROOF 44'-2" AGL FF1-1 ]EL EXSTNG 7-17-m BUILDING I F11 7t 41 m� 77-1= LEXISTING GRADE 0'-0" AGL L EXISTING EAST ELEVATION 2' S' a' o o' 20' 1 3 32"=1'-O" GC TO VERIFY AND MATCH COLOR OF PROPOSED FRP SCREEN TO EXISTING DARK TRIM PROPOSED DISH WIRELESS GAMMA PROPOSED DISH WIRELESS 7OFPTENNAS TOP OF SCREENWALLSECTOR SCREENWALL ALPHA & BETA SECTOR 54'-0" AGLSCREENWALL AD CENTER OF P) ANTENNAS EXISTING ROOF HVAC 50'-0" AGL EQUIPMENT, TYP. BOTTOM OF (P) ANTENNAS 47'-0" AGL 0 o EXISTING BUILDING PARAPET m m 45'-0" AGL qu EXISTING BUILDING ROOF 44'-2" AGL Ll Fn F1 Ft m� �FF -1[1[7 E EXISTING LL BUILDING E EXISTING GRADE R E S U B 0'-0" AGL PROPOSED DISH WIRELESS EQUIPMENT CABINET &UTILITY H-FRAME IN FIRST Feb 09 2024 FLOOR TRASH ROOM' CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROPOSED EAST ELEVATION 12' 8' 4' 0 10' 20' d 140OF ..sh 5701 SOUTH SANTA FE DRIV_ LITTLETON, CO 80120 (((c CAMP+ ASSOCIATES 19515 N. CREEK PKWY, SUITE 220 BOTHELL, WA 98011 PHONE: (425) 740-6392 W W W.CAAM PA7 SSSOC.COM JV. 1EH 1 �.d C4] d % Li �d ® 40555 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: JAC I JAC I EJC RFDS REV #: 1 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 2/8/2024 REVISED SA & DRAWINGS A 1/31 /2024 ADDED ELNATION NOTE A 1/23/2024 REVISED EQUIPMENT LOCATION A 11/08/2023 ISSUED FOR FINAL A 6/30/2023 ISSUED FOR REVIEW A 8/3/2023 ISSUED FOR PRELIM REVIEW A 8/8/2023 1 ISSUED FOR REVIEW A&E PROJECT NUMBER SESEA00180C DISH Wireless L.L.C. PROJECT INFORMATION SESEA00180C 10032 EDMONDS WAY EDMONDS, WA 98020 SHEET TITLE EAST ELEVATIONS SHEET NUMBER A-4.1 DISH Wireless L.L.C. TEMPLATE VERSION 48 — 2/21/2022 DRIV_ LITTLETON, CO 80120 \CAMP+ ASSOCIATES 19515 N. CREEK PKWY, SUITE 220 BOTHELL, WA 98011 PHONE: (425) 740-6392 W W W.CAM PASSOC.COM JV. 1EH CG] �d ® 40555 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: JAC JAC EJC RFDS REV #: 1 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 2/8/2024 REVISED S4 &DRAWINGS A 1/31 /2024 ADDED ELNATION NOTE A 1/23/2024 REVISED EQUIPMENT LOCATION A 11/08/2023 ISSUED FOR FINAL A 6/30/2023 ISSUED FOR REVIEW A 8/3/2023 ISSUED FOR PRELIM REVIEW A 8/8/2023 ISSUED FOR REVIEW A&E PROJECT NUMBER SESEA00180C DISH Wireless L.L.C. PROJECT INFORMATION SESEA00180C 10032 EDMONDS WAY EDMONDS, WA 98020 SHEET TITLE SOUTH ELEVATIONS SHEET NUMBER A-4.2 d 140OF ..sh EXISTING ROOF HVAC EQUIPMENT, TYP. EXISTING ROOF HATCH ik EXISTING BUILDING PARAPET 45'-0" AGL EXISTING BUILDING ROOF 44'-2•• AGL EXISTING I�F - 14�� :E� � a� BUILDING E �4 H EXISTING GRADE ❑ 0'-0" AGL N, 2' 8' 4' 0 , 0' 20' EXISTING SOUTH ELEVATION 1 7/32"=1' GC TO VERIFY AND MATCH COLOR OF PROPOSED FRP SCREEN TO EXISTING DARK TRIM TIP OF (P) ANTENNAS/ TOP OF SCREENWALL AGL PROPOSED DISH WIRELESS ALPHA PROPOSED DISH WIRELESS GAMMA & BETA SECTOR SCREENWALL SECTOR SCREENWALL RAD CENTER OF (P) ANTENNAS 50'-0" AGL EXISTING ROOF HVAC BOTTOM OF (P) ANTENNAS EQUIPMENT, TYP. 47'-0" AGL EXISTING ROOF HATCH EXISTING BUILDING PARAPET of MF 45'-0" AGL ru EXISTING BUILDING ROOF _ 44'-2" AGLLD EXISTING BUILDING�� wti MP F� IXISTING GRADE ❑ AG` RESUB PROPOSED DISH WIRELESS EQUIPMENT / / CABINET & UTILITY H—FRAME IN FIRST / FLOOR TRASH ROOM Feb 09 2024 CITY OF EDMONDS N DEVELOPMENT SERVICES DEPARTMENT PROPOSED SOUTH ELEVATION 12' 8' 4' 0 10' 20' 1 3 32"=1'-0" 5701 SOUTH SANTA FIE DISH Wireless L.L.C. TEMPLATE VERSION 48 — 2/21/2022 EXISTING WALL PROPOSED DISH Wireless L.L.0 GENERATOR PLUG PROPOSED DISH Wireless L.L.0 POWER PROTECTIVE CABINET - PROPOSED DISH Wireless L.L.0 H-FRAME PROPOSED DISH Wireless L.L.C. SAFETY SWITCH. SPACE RESERVED FOR ADDITIONAL DISCONNECT IF REQUIRED. PROPOSED DISH Wireless L.L.C. TELCO FIBER ENCLOSURE - PROPOSED DISH Wireless L.L.C. FIBER NID, IF REQUIRED EXISTING CONCRETE FLOORING COMMSCOPE MTC4045HFLD H—FRAME UNISTRUT/SUPPORT RAILS QTY 5 WEIGHT 59.74 Ibs PIPE CAP WELDMENT PIPE SUPPORT RAIL GALV. U-BOLTS BASE PLATE - - - - - - - A SIDE H—FRAME DETAIL 7'-0" NOTES LEASE AREA EXISTING WALL 1'-0" 1. EQUIPMENT CABINET OMITTED FOR CLARITY O I PROPOSED DISH Wireless L.L.C. NN---------------- EQUIPMENT CABINET I r— 1 L�------------- J _ o < < I I I W I C-------- I I � I I PROPOSED DISH Wireless L.L.C. POWER RIGID METAL PROTECTIVE CONDUIT I CABINET II I I I DISH Wireless L.L.C. SAFETY 77 SWITCH. III 3" 0 1' 2 EQUIPMENT PLAN INSTALL IF T3hREQUIRED BY II LOCAL UTILITY I COMPANY 11 EXISTING CONCRETE FLOORING Ir�l d ° .. a° 4 d° d _ GROUND LJ BUSS BAR FRONT ELEVATION NOT USED NOTE: OR DISH Wireless L.L.C. APPROVED EQUIVALENT 6n" FRONT NO SCALE 14_ UTILITY RUBBER MAT, BLACK DIMENSIONS 4'x 3'x 1/2" WEIGHT/ VOLUME 36.5 LB AVERAGE MATERIAL 100% RECYCLE RUBBER - - ------------- PROPOSED II DISH Wireless NO SCALE 2II L.L.C. FIBER NID, IF II REQUIRED PROPOSED DISH Wireless II �I II II II L.L.C. EQUIPMENT CABINET 14 PEI PEI - II T—�CT--- �md nm PROPOSED DISH Wireless 0 o L.L.C. EQUIPMENT H—FRAME (BEHIND) PROPOSED DISH Wireless L.L.C. TELCO 0 0 FIBER ENCLOSURE PVC CONDUIT (TYR) 0 4 RESUB4 N tiJ Feb 09 2024 CITY OF EDMONDS BACK ELEVATION DEVELOPMENT SERVICES DEPARTMENT UTILITY RUBBER MAT DETAIL NO SCALE 4 H—FRAME EQUIPMENT ELEVATION 5 i40OF ...sh WTM . 5701 SOUTH SANTA FIE DRIV_ LITTLETON, CO 80120 Oc CAMP+ ASSOCIATES 19515 N. CREEK PKWY, SUITE 220 BOTHELL, WA 98011 PHONE: (425) 740-6392 W W W.CAAM PA7 SSSOC.COM JV. 1EH � 1 0 . % Li �d ® 40555 TONAL IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: JAC I JAC EJC RFDS REV #: 1 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 2/8/2024 REVISED SA & DRAWINGS A 1/31/2024 ADDED EUVATION NOTE A 1/23/2024 REVISED EQUIPMENT LOCATION A 11/08/2023 ISSUED FOR FINAL A 6/30/2023 ISSUED FOR REVIEW A 8/23 M ISSUED FOR PRELIM REVIEW A 'IIISSUED FOR REVIEW A&E PROJECT NUMBER SESEA00180C DISH Wireless L.L.C. PROJECT INFORMATION SESEA00180C 10032 EDMONDS WAY EDMONDS, WA 98020 SHEET TITLE EQUIPMENT PLATFORM AND H—FRAME DETAILS SHEET NUMBER A-5.0 DISH Wireless L.L.C. TEMPLATE VERSION 48 — 2/21/2022 CHARLES INDUSTRY HVAC CUBE-PM628151N4 DIMENSIONS (HxWxD): 54.8"x32"x32" POWER PLANT: —48VDC ABB/60OW TOTAL WEIGHT (EMPTY) 341 Ibs 0 0 ❑ ❑ 0 0 00 0 00 ❑ ❑ 00 o0 BACK SIDE CABINET DETAIL NOT USED PCTEL GPSGL-TMG-SPI-40NCB DIMENSIONS (DIAxH) MM/INCH 81x184mm 3.2"x7.25' WEIGHT W/ACCESSORIES 075 Ibs CONNECTOR N-FEMALE FREQUENCY RANGE 1590 f 3OMHz BACK GPS DETAIL PLAN FRONT NO SCALE I 1 NO SCALE I 4 TOP 0 0 O 0 0 SIDE NO SCALE 7 GE BREAKER PANEL TLM1220RCUP ENCLOSURE DIM (HxWxD) 29"x13"x5" TOTAL WEIGHT (EMPTY) 26 LBS MAX VOLTAGE/MAX AMPS 2401 ENCLOSURE RATING OUTDOOR NEMA 3R 0 00 0 0 FRONT BACK BREAKER PANEL DETAIL ZAYO 5RU (LEFT SWING DOOR) FIBER NID ENCLOSURE DIMENSIONS (HxWxD) 36.1"x29`02.9" WEIGHT 85 Ibs BACK SIDE FIBER NID ENCLOSURE DETAIL MINIMUM OF 75% OR 270' IN ANY DIRECTION GPS GPS UNIT [OBSTRUCTIONS MUST BE BELOW 10' 0 PLAN SIDE I NO SCALE I 2 907FOM ®cam® FRONT NO SCALE 5 GPS MINIMUM SKY VIEW REQUIREMENTS I NO SCALE 18 SQUARE D SAFETY SWITCHES D224NRB ENCLOSURE DIM (HxWxD) 29.25"0 9.00"x&50" ENCLOSURE TYPE NEMA 3R RAINPROOF UL LISTED FILE E-2875 SIDE SAFETY SWITCH DETAIL CHARLES CFIT-PF202ODSH1 FIBER TELCO ENCLOSURE ENCLOSURE DIMS (HxWxD) 20"x20"x9" ENCLOSURE WEIGHT 20 Ibs MOUNTING WALL COMPLIANCE TYPE 4 SIDE BACK FIBER TELCO ENCLOSURE DETAIL NOT USED TOP FRONT =N.SCALE 3 FRONT 0 0 0 " 000 FRONT NO SCALE 6 RESUB Feb 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT NO SCALE 9 i40OF "1111111111111'r ..sh `-, wwewm . 5701 SOUTH SANTA FE DRIV_ LITTLETON, CO 80120 Oc CAMP+ ASSOCIATES 19515 N. CREEK PKWY, SUITE 220 BOTHELL, WA 98011 PHONE: (425) 740-6392 W W W.CAM PASSOC.COM L �$ � 1 0 . % Li �d ® 40555 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: JAC I JAC I EJC RFDS REV #: 1 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 2/8/2024 REVISED SA & DRAWINGS A 1/31/2024 ADDED EUVATION NOTE A 1/23/2024 REVISED EQUIPMENT LOCATION A 11/08/2023 ISSUED FOR FINAL A 6/30/2023 ISSUED FOR REVIEW A 8/3/2023 ISSUED FOR PRELIM REVIEW A 8/8/2023 1 ISSUED FOR REVIEW A&E PROJECT NUMBER SESEA00180C DISH Wireless L.L.C. PROJECT INFORMATION SESEA00180C 10032 EDMONDS WAY EDMONDS, WA 98020 SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER A-6.0 DISH Wireless L.L.C. TEMPLATE VERSION 48 — 2/21/2022 SAMSUNG RF4451D-70A DIMENSIONS (HxWxD) 15.5"x15.5"x8.9" WEIGHT 61.3 Ibs CONNECTOR TYPE 4.3-10, FEMALE POWER SUPPLY —48VCD a u FRONT TOP G "l- 1 0 0 BOTTOM LEFT RIGHT SIDE SIDE RRH DETAIL NO SCALE F RAYCAP RDIDC-3045-PF-48 SURGE PROTECTION DEVICE (OVP) DIMENSIONS (HxWxD) 19"x16.21"x9.64" WEIGHT 21 Ibs PLAN SAMSUNG RF4450D-71A DIMENSIONS (HxWxD) 16.5"x15.5"x11" WEIGHT 94.6 Ibs CONNECTOR TYPE 4.3-10, FEMALE POWER SUPPLY —48VCD BOTTOM LEFT RIGHT SIDE SIDE RRH DETAIL COMMSCOPE BACK-TO-BACK MOUNT RR-FA2 DIMENSIONS (HxWxD) 16.41"x18.0"x3.0" WEIGHT 39.22 lb PACKAGE QUANTITY 2 FRONT NO SCALE 2 } 8.63" LARGE STABILIZER RRU HANGER FRONT BRACKET O O vJi � O O O O a co O O O O O O BACK C E FRONT SURGE PROTECTION DEVICE (OVP) DETAIL NO SCALE 4 10 IN WALL MUNTED SHUTTER EXHAUST FAN WITH THERMOSPEED CONTROLLER, 65 WATT 820 CFM FAN DAMPINER & CONTROLE SYSTEM I NO SCALE I 7 — BACK BRACI REMOTE RADIO MOUNT DETAIL NOT USED COMMSCOPE FFVV-65B-R2 DIMENSIONS (HxWxD)(MM/IN) 1828x498x197 72"x 19.6"x7.8' RF CONNECTOR INTERFACE 4.3-10 FEMALE WEIGHT 70.8 Ibs WEIGHT WITH BRACKETS 98.1 Ibs ANTENNA DETAIL JMA ANTENNA MOUNT BRACKET #91900318 TOTAL WEIGHT (WITH BRACKETS) 18 Ibs (8.18 Kg) POLE DIAMETER RANGE 2.5" TO 4.5" NOTE: KIT #91900318: TOP AND BOTTOM BRACKETS FOR 4—,6—, AND 8—FOOT ANTENNAS o ANTENNA BRACKET NOT PART OF KIT ro RE: MOUNT ANALYSIS REPORT BY CG ENGINEERING DATED OCTOBER 06, 2023 NO SCALE 5 NO SCALE ANTENNA BRACKET ANTENNF NOTE: BRACKET OR DISH Wireless L.L.C. APPROVED EQUIVALENT ANTENNA BRACKET DETAIL NOT USED BACK '-�P I PLAN SIDE FRONT =LEI 3 MOUNTING PIP OP 10UNTING (RACKET CENTER MOUNTING BRACKET NO SCALE 6 RESUB Feb 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT NO SCALE 9 i40OF ... sh wwewm. 5701 SOUTH SANTA FE DRIV_ LITTLETON, CO 80120 {(\ \\CAMP+ ASSOCIATES 19515 N. CREEK PKWY, SUITE 220 BOTHELL, WA 98011 PHONE: (425) 740-6392 W W W.CAM PASSOC.COM 1 �.d CG] �d ® 40555 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: JAC I JAC I EJC RFDS REV #: 1 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 2/8/2024 REVISED SA & DRAWINGS A 1/31/2024 ADDED EUVATION NOTE A 1/23/2024 REVISED EQUIPMENT LOCATION A 11/08/2023 ISSUED FOR FINAL A 6/30/2023 ISSUED FOR REVIEW A 8/3/2023 ISSUED FOR PRELIM REVIEW A 8/8/2023 1 ISSUED FOR REVIEW A&E PROJECT NUMBER SESEA00180C DISH Wireless L.L.C. PROJECT INFORMATION SESEA00180C 10032 EDMONDS WAY EDMONDS, WA 98020 SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER A-7.0 DISH Wireless L.L.C. TEMPLATE VERSION 48 - 2/21/2022 NOT USED COMMSCOPE RT-ST ROOFTOP STEEL STEP OVER DIMENSIONS (HxWxL) 13.2"x41.5"x70.5" WEIGHT/ VOLUME 146.387 LBS NOTE: NON -PENETRATING COMMSCOPE MT-F1543 ROOFTOP CABLE BRIDGE KIT DIMENSIONS (HxWxL) 7"x30"x96" WEIGHT 112.3 Ibs CABLE RUN, QUANTITY 8 NOTE: NON -PENETRATING, 12-GAUGE COVER, OR APPROVED EQUAL. INCLUDES: CHANNEL, HARDWARE AND (3) SLEEPERS CHANNEL SI (1 IN M NO SCALE 1 1 1 WALL MOUNTED CABLE TRAY DETAIL I NO SCALE 1 2 �.� o.o o.o O.o O.O O.O 0 0 0 0 0 0 0 0 0 0 0 0.0 0 0 O.O O.O 0.0 O.O 0.0 0 0 0 0 0 0 0 0 0 0.0 0.0 0,0 0.0 o.o o.o o.o 0 0 o.o o.o o.o o.o o.o o.o 0 0 0 0 0 0 0 0 0 o.o o.o o.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o 0 0 0 0 0 0 0 0 0 0 o 0.0 0 0 0.0 0.0 0.0 o.o o.o 0 0 0 0 0 0 0 0 0 O.O O.O O.O O.O O.0 o.o o.o o.o o.o o.o o.o o.o 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 o.o o.o o.o o.o o.o o.o 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 O.O 0 0 0 0 0 0 0 0 0 o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o 0 0 o.o 0 0 0 0 0 0 0 0 0 o.o o.o o.o o.o o.o 0 0 0 0 0 0 0 0 0 0 0 o.o o.o o.o o.o o.o o.o PLAN 0 0 IQ PLAN FRONT ROOFTOP STEEL STEP OVER DETAIL NO SCALE 4 NOT USED NO SCALE 7 COMMSCOPE MT-365G ROOFTOP HOOD ENTRY KIT DIMENSIONS (HxWxL) 32"04"x49" WEIGHT/ VOLUME 229.94 LB MATERIAL TYPE GALVANIZED STEEL PLAN 0000 .0000 .0000 0000 BACK FRONT SIDE ROOFTOP HOOD ENTRY KIT DETAIL I NO SCALE 5 NOT USED NO SCALE 8 DURA-BLOK DB10 ROOFTOP CABLE SUPPORT DIMENSIONS (HxWxL) 5"x6"x9.6" WEIGHT/ VOLUME 5.28 LBS ULTIMATE LOAD CAPACITY 500 LBS NOTE: NON -PENETRATING 5" PIPE CLAMP CABLE STEEL 0 CHANNEL 3 RUBBER co SUPPORT of PLAN FRONT SIDE ROOFTOP CABLE SUPPORT DETAIL NO SCALE 3 NOT USED I NO SCALE 1 6 1 RESUB Feb 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT NOT USED NO SCALE 9 i40OF ..sh `-, 5701 SOUTH SANTA FIE DRIV_ LITTLETON, CO 80120 {(\ \\CAMP+ ASSOCIATES 19515 N. CREEK PKWY, SUITE 220 BOTHELL, WA 98011 PHONE: (425) 740-6392 W W W.CAM PASSOC.COM L �$ 1 0 . �d ® 40555 0/0 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: JAC I JAC I EJC RFDS REV #: 1 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 2/8/2024 REVISED SA & DRAWINGS A 1/31/2024 ADDED ELIVATION NOTE A 1/23/2024 REVISED EQUIPMENT LOCATION A 11/08/2023 ISSUED FOR FINAL A 6/30/2023 ISSUED FOR REVIEW A 8/3/2023 ISSUED FOR PRELIM REVIEW A 8/8/2023 1 ISSUED FOR REVIEW A&E PROJECT NUMBER SESEA00180C DISH Wireless L.L.C. PROJECT INFORMATION SESEA00180C 10032 EDMONDS WAY EDMONDS, WA 98020 SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER A-8.0 DISH Wireless L.L.C. TEMPLATE VERSION 48 - 2/21/2022 PROPOSED DISH WIRELESS UTILITY H-FRAME W/ (P) DISCONNECT & TELCO BOX PROPOSED DISH 2" POWER CONDUIT FROM (E) ° MULTI -METER TO (P) DISH DISCONNECT THROUGH (E) CONCRETE WALL USING (E) PENETRATIONS (f25') \ o o 0° 0 0 0/ �0 o o 0 o o 0 J 0 0 ° (E) ROOFTOP 'r 7 NOTE -D VERIF �r O \ V ° EXISTING MULTI -METER EXISTING ELECTRICAL �7 ROOM W/ OPEN 200AMP METER SLOT EXISTING STACKED TELCO ROOM WITH EXISTING CONDUIT PATH & CORE DRILLS b 2(E) PARKING 7 PAR19/ VAN N 0 o EXISTING STACKED TELCO ROOM PROPOSED DISH 2" ° WITH EXISTING CONDUIT PATH TELCO CONDUIT ROUTED O 0 & CORE DRILLS THROUGH PARKING 0 GARAGE FROM EXISTING o TELCO DEMARC TO (P) EQUIPMENT LOCATION \O ° ° 0 o EXISTING FIBER / INFRASTRUCTURE + 0 O ° o 0 0 0 0 EXISTING ROOF HATCH O o / O 0 EXISTING ROOF HVAC O EQUIPMENT, TYP. o mm N N 16' 12' 8' 4' 0 16, 32' UTILITY ROUTE PLAN N0:Px� >� I ii E la = 657 W. GALENA PARK BLVD. GTE. 707 PHONE (8O i) 990- 1 775 ORAPER, UTAH 84020 WWW.VECTORSE.COM Firm License Number: 2202 VSE Project Number: U3614-131-231 r— EXISTING ROOF LEVEL 11 ' �I ICI 11 1111 IIIII EXISTING STACKED TELCO ROOMS W/ EXISTING CORE DRILLS (P) DISH TELCO DEMARC & PANEL EXISTING TELCO ROOM W/ ON H—FRAME IN LEASE AREA FIBER INFRASTRUCTURE EXISTING STACKED TELCO ROOMS W/ EXISTING CORE PENETRATIONS EXISTING ELECTRICAL ROOM W/ 200AMP METER SLOT EXISTING UTILITY ROOM UTILITY ROUTE ELEVATION EXISTING SECONDARY ELECTRICAL ROOM PROPOSED DISH DISCONNECT & PPC Ell EXISTING TRASH ROOM 7 7 POWER/FIBER UTILITY ROOM PLAN NO SCALE 1 2 NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. EXISTING METER/DISCONNECT OF OTHERS, TYP. PROPOSED 200AMP DISH MBE S u B EXISTING 600AMP 6-GANG METER BASE Feb 09 2024 PROPOSED DISH 2" POWER CONDUIT FROM (E) MULTI -METER TO (P) DISH DISWNYNXTEtiO b0$ (E) CONCRETE WALL USING (E)DEVELVIRUBW fiEf JCES DEPARTMENT 6' 4' 2' 0 5' 10' 3 3/16"-1'-0" sh 5701 SOUTH SANTA FIE DRIVE LITTLETON, CO 80120 i(( \\CAMP# SSOCIA 195 5 N. EEK , SUITE 220 B W 98011 H 2 IS 'L. r 0039597 -SSI��.ALE^G EXPIRES: 06/05/2025 02/02/2024 1T IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: JAC I JAC I EJC REDS REV #: 1 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 1/31/2024 ADDED EUVAMON NOTE A 1/23/2024 REVISED EQUIPMENT LOCATION A 11/08/2023 ISSUED FOR FINAL A 6/30/2023 ISSUED FOR REVIEW A 8/3/2023 ISSUED FOR PREUM REVIEW A 8/8/2023 ISSUED FOR REVIEW A 8/28/2023 ISSUED FOR REVIEW A&E PROJECT NUMBER SESEA00180C DISH Wireless L.L.C. PROJECT INFORMATION SESEA00180C 10032 EDMONDS WAY EDMONDS, WA 98020 SHEET TITLE ELECTRICAL/FIBER ROUTE PLAN AND NOTES SHEET NUMBER E-1.0 DISH Wireless L.L.C. TEMPLATE VERSION 48 - 2/21/2022 DC POWER WIRING SHALL BE COLOR CODED AT EACH END FOR IDENTIFYING +24V AND -48V CONDUCTORS. RED MARKINGS SHALL IDENTIFY +24V AND BLUE MARKINGS SHALL IDENTIFY -48V. NOTE: FIBER PROVIDER PROPOSED FIBER WILL NEED TO PROVIDE AN NID, IF REQUIRED ADDITIONAL 5FT UNISTRUT, PROPOSED DISH Wireless L.L.C. 2 U-BOLTS WITH 4 NUTS, 1. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING A BID. ANY QUESTIONS ARISING UNISTRUT THE THE DURING THE BID PERIOD IN REGARDS TO THE CONTRACTOR'S FUNCTIONS, THE SCOPE OF WORK, OR ANY IN EVENT OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT BRACKET SPACING DOESN'T MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. LINE UP WITH CURRENT SPACING BELOW PROPOSED FIBER PROVIDER IN IN OUT1-1/4" 2. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL FLEX CONDUITS STATE AND LOCAL CODES, LAWS, AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS REQUIRED TO MEET NEC STANDARDS. FIBER PROVIDER TO TERMINATE FIBER PROVIDER TO PUNCH TOP OF POWER TO FIBER PROVIDER NID TELCO BOX OF NID ENCLOSURE AND 3. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE PROPOSED DISH Wireless L.L.C. INSTALL 1-1/4" LIQUID TIGHT COORDINATED WITH FIELD CONDITIONS PRIOR TO CONSTRUCTION. 12 AWG WIRE (6' TAIL) CONNECTORS, ILL LISTED, NYLON MATERIAL, WITH 0-RING GASKET 4. CONDUIT ROUGH -IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS. VERIFY WITH THE MECHANICAL EQUIPMENT CONTRACTOR AND COMPLY AS REQUIRED. FIBER PROVIDER TO INSTALL 1-1/4" FLEX CONDUITS BETWEEN PROPOSED DISH Wireless L.L.C. FDP TELCO BOX & NID 5. CONTRACTOR SHALL PROVIDE ALL BREAKERS, CONDUITS AND CIRCUITS AS REQUIRED FOR A COMPLETE SYSTEM. 10 AMP DISTRIBUTION BREAKER PROPOSED DISH Wireless L.L.C. 6. CONTRACTOR SHALL PROVIDE PULL BOXES AND JUNCTION BOXES AS REQUIRED BY THE NEC ARTICLE 314. TELCO FIBER ENCLOSURE PROPOSED DISH Wireless L.L.C. 12 AWG WIRE PROPOSED DISH Wireless L.L.C. 7. CONTRACTOR SHALL PROVIDE ALL STRAIN RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES. 1-1/2" FIBER TO CABINET INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. IN INI a T PROPOSED DISH Wireless L.L.C. 0 0 PROPOSED DISH Wireless L.L.C. 8. ALL DISCONNECTS AND CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES 1-1/2" POWER FROM CABINET - 2" CONDUIT FROM COMMERCIAL INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM. FIBER VAULT 9. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC 250. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULL BOXES, AND ALL NOT USED NO SCALE 2 LIT TELCO BOX - INTERIOR WIRING LAYOUT (OPTIONAL NO SCALE 3 DISCONNECT SWITCHES, AND EQUIPMENT CABINETS. 10. ALL NEW MATERIAL SHALL HAVE A U.L. LABEL. 11. PANEL SCHEDULE LOADING AND CIRCUIT ARRANGEMENTS REFLECT POST -CONSTRUCTION EQUIPMENT. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR AS -BUILT PANEL SCHEDULE AND SITE DRAWINGS. Ena I rV E:EEta@ 651 W. GALENA PARK BLVD. STE. 1 D 1 PHONE (80 1) 990- 1 775 DRAPER, UTAH 8402D WWW.vEDTORsE.DOM Firm License Number: 2202 VSE Project Number: U3614-131-231 ELECTRICAL NOTES I NO SCALE 11 I NOT USED I NO SCALE 14 I NOT USED I NO SCALE 15 1 RESUB Feb 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT NOT USED NO SCALE 6 NOT USED NO SCALE NOT USED NO SCALE 8 a� .., sh wwewm. 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 (((C CAMP+ ASSOCIATES 195 N. EEK PI(Wj!!IUITE 220 BOT , WA 98011 N W M ov 0039597 SSIO\'ALE�G` EXPIRES: 06/05/2025 02/02/2024 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: JAC I JAC I EJC RFDS REV #: 1 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 1/31/2024 ADDED EUVATION NOTE A 1/23/2024 REVISED EQUIPMENT LOCATION A 11/08/2023 ISSUED FOR FINAL A 6/30/2023 ISSUED FOR REVIEW A 8/3/2023 ISSUED FOR PREUM REVIEW A 8/8/2023 ISSUED FOR REVIEW A 8/28/2023 1 ISSUED FOR REVIEW A&E PROJECT NUMBER SESEA00180C DISH Wireless L.L.C. PROJECT INFORMATION SESEA00180C 10032 EDMONDS WAY EDMONDS, WA 98020 SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E-2.0 DISH Wireless L.L.C. TEMPLATE VERSION 48 - 2/21/2022 EXISTING UTILITY COMPANY TRANSFORMER WIRF R ("()NM (3) 3/0 WITH #6 GROUND IN 2" SCH 40 CONDUIT IF NO BREAKER IS INSTALLED THE CONTRACTOR IS TO INSTALL A NEW 200A, 2-POLE MAIN BREAKER. THE BREAKER IS TO BE THE SAME TYPE AND AIC RATING AS THE (E) BREAKERS. (IF EXISTING 200A BREAKER IS 3P, ONLY USE 2 OF THE POLES) ARRANGE WITH THE POWER COMPANY TO HAVE A NEW METER ADDED TO THE SQUARE D METERING SWITCHBOARD M t0/2 M (E) 120/208V, 3¢4W, 600AMP MULTI -METER ELECTRICAL SERVICE UTILITY SERVICE ENTRANCE 120/208 VAC y iPH 65K N3 SURGE SUPPRESSION DEVICE 140KA MOV GFCI I 1 PROPOSED POWER PROTECTIVE CABINET UNIPOWER NETWORK CABINET 120/208V, 1 PH, SERVICE RATED, UNIPOWER GUARDIAN DC PLANT OVERALL UL LISTED POWER CENTER, N3R, 65K/10K AIC SERIES RATED. MAIN BREAKER WITH IDA INTERLOCKED GENERATOR (3) PROPOSED FEED, 200A 10K AIC .5" EMT CONDUIT PROPOSED 2#10, 1#10 SHARED GND.I A I FOR RECTIFIER 1 FOR RECTIFIER 2 FOR RECTIFIER 3 PROPOSED 2 10 FOR RECTIFIER 4 PROPOSED 2#12, 1#12 SHARED GND. FOR GEN GATT CHARGER PROPOSED 2 12 FOR GEN HEATER (1) PROPOSED .5" EMT CONDUIT PROPOSED 2#12, 1#12G FOR CONVENIENCE OUTLET OTE: RANCH CIRCUIT WIRING SUPPLYING RECTIFIERS ARE TO BE RATED UL1015, 105-C, 600V, AND PVC INSULATED, IN THE SIZES SHOWN J THE ONE -LINE DIAGRAM. CONTRACTOR MAY SUBSTITUTE UL1015 WIRE FOR THWN-2 FOR CONVENIENCE OUTLET BRANCH CIRCUIT. REAKERS REQUIRED: (OR EQUIVALENT MANUFACTURER) 4) 20A, 2P BREAKER - SQUARE D P/N:Q022O 2) 15A, 1P BREAKER - SQUARE D P/N:QO115 PROPOSED CHARLES PANEL SCHEDULE LOAD SERVED VOLT AMPS (WATTS) L1 L2 Tfl1p C PHASE C#T TRIP VOLT AMPS (WATTS) L1 L2 LOAD SERVED PPC GFCI OUTLET CHARLES GFCI OUTLET 180 180 15A 15A 1 3 A B 2 4 30A 2880 2880 ABB/GE INFINITY RECTIFIER 1 -SPACE- -SPACE- 5 7 A B 6 8 30A 2880 2880 ABB/GE INFINITY RECTIFIER 2 -SPACE- -SPACE- 9 A 10 30A 2880 2880 ABB/GE INFINITY RECTIFIER 3 11 B 12 -SPACE- -SPACE- 13 A 14 30A 2880 2880 ABB/GE INFINITY RECTIFIER 4 15 B 16 -SPACE- -SPACE- 17 19 A B 18 20 -SPACE- -SPACE- -SPACE- -SPACE- 21 23 A B 22 24 -SPACE- -SPACE- VOLTAGE AMPS 1S0 180 11520 11520 200A VICE, 1 , 24 SPACE, 120 208V L1 L2 MB RATING: 22,000 AIC 11700 1 11700 VOLT AMPS 98 1 98 AMPS 98 MAX AMPS 123 MAX 125% CONTINUOUS 1.25 NON -CONTINUOUS 123 PANEL SCHEDULE NOTES THE (3) CONDUITS WITH (4) CURRENT CARRYING CONDUCTORS EACH, SHALL APPLY THE ADJUSTMENT FACTOR OF 80% PER 2020 NEC TABLE 310.15(C)(1) FOR UL1015 WIRE. (ALL WIRE AND TERMINATION HARDWARE TO BE RATED 75-C) #12 FOR 20A OCPD WIRE DERATING: 0.8 x 25A = 20.04 #10 FOR 30A OCPD WIRE DERATING: .08 x 35A = 28.OA CONDUIT SIZING: AT 40% FILL PER NEC CHAPTER 9, TABLE 4, ARTICLE 358. 0.5" CONDUIT - 0.122 SQ. IN AREA 3.0" CONDUIT - 3.538 SQ. IN AREA '2 CONDUIT): USING THWN-2, CU. 2ECTIFIER CONDUCTORS #10 - 0.0211 SQ. IN X 4 = 0.844 SQ. IN #10 - 0.0211 SQ. IN X 1 = 0.0211 SQ. IN <GROUND TOTAL = 0.1055 SQ. IN '1 CONDUIT): USING THWN-2, CU. GENERATOR ACCESSORIES #12 - 0.0133 SQ. IN X 4 = 0.0532 SQ. IN #12 - 0.0133 SO. IN X 1 = 0.0133 SO. IN <GROUND TOTAL = 0.0665 SQ. IN 5.0" EMT CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (5) WIRES, NCLUDING GROUND WIRE, AS INDICATED ABOVE. 'ONVENIENCE OUTLET CONDUCTORS #12 - 0.0133 SQ. IN X 2 = 0.0266 SQ. IN #12 - 0.0133 SQ. IN X 1 = 0.0133 SQ. IN <GROUND TOTAL = 0.0399 SQ. IN 'PC FEED CONDUCTORS (1 CONDUIT): USING THWN, CU. 3/0 - 0.2679 SO. IN X 3 = 0.8037 SQ. IN #6 - 0.0507 SO. IN X 1 = 0.0507 SQ. IN <GROUND TOTAL = 0.8544 SO. IN 5.0" SCH 40 PVC CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (4) WIRES, NCLUDING GROUND WIRE, AS INDICATED ABOVE. KEYNOTES ' , PROVIDE GENERATOR WITH EMERGENCY SHUNT TRIP BUTTON LOCATED IN READILY 1 ACCESABLE LOCATION. GENERAC GTS 200A TRANSFER SWITCH. OPTIONAL EMERGENCY SYSTEM IS "NOT" ��J��JJ SEPERATELY DERIVED. DO NOT BOND NEUTRAL AT GENERTOR. 1 OPTIONAL ALUMINUM SERVICE CONDUCTOR: �/ \4/0 AL + #2 GIRD MAY BE USED INSTEAD OF 3/0 CU + #6 GIRD IF THE TOTAL LENGTH OF THE CONDUCTOR IS LESS THAN 300 FT FROM THE TRANSFORMER. • ALUMINUM CONDUCTORS MUST BE 90'C TO CARRY THE FULL 200A LOAD REQUIRED • ALUMINUM TO COPPER BUSS CONNECTIONS MUST MEET AND CONFORM TO ANSI AND BE UL LISTED. USE ANTI CORROSION CONDUCTIVE LUBRICANT ON CONNECTIONS PPC ONE —LINE DIAGRAM I NO SCALE 1 1 1 NO SCALE 2 SHORT CIRCUIT CALCULATIONS 657 W. GALENA PARK BLVD, STE. 707 PHONE (801) 990- 1 775 DRAPER, UTAH 84020 WWW. VECTORSE. DOM Firm License Number: 2202 VSE Project Number: U3614-131-231 RESUB Feb 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT NO SCALE 3 . sh 1- �,. 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 oc CAMP+ ASSOCIATES 195 5 N. EEK CW , UITE 220 BOT A 98011 N (#2 M r r, 0039597 5510\AL1r:N EXPIRES: 06/05/2025 02/02/2024 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: JAC JAC EJC REDS REV #: 1 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 1/31/2024 ADDED EUVATION NOTE A 1/23/2024 REVISED EQUIPMENT LOCATION A 11/08/2023 ISSUED FOR FINAL A 6/30/2023 ISSUED FOR REVIEW A 8/3/2023 ISSUED FOR PRELIM REVIEW A 8/8/2023 ISSUED FOR REVIEW A 8/28/2023 ISSUED FOR REVIEW A&E PROJECT NUMBER SESEA00180C DISH Wireless L.L.C. PROJECT INFORMATION SESEA00180C 10032 EDMONDS WAY EDMONDS, WA 98020 SHEET TITLE ELECTRICAL ONE —LINE, FAULT CALCS & PANEL SCHEDULE SHEET NUMBER E-3.0 DISH Wireless L.L.C. TEMPLATE VERSION 48 - 2/21/2022 I,' j LOCATION GROUNDIII o \ It — EXISTING COLD WATER PIPE J 0 0 PANONG -9AW I__7 \ o El\ o \ \ o \ o \ o ` \ oo 0 \ o o o / \ + O O \ o \ Q 0 \l o 0 O 0 0 0 0 >� I n E E 11w s ®O o 651 W. GALENA PARK BLVD. STE. 70/ PHONE (807) 990-177 \ O 0 DRAPER, UTAH B4020 WWW.VECTORSE.COM O O Firm License Number: 2202 VSE Project Number: U3614-131-231 0 I rom GROUNDING PLAN d 16' 12' 8' 4' 0 16' 32 EXOTHERMIC CONNECTION TEST GROUND ROD WITH INSPECTION SLEEVE ■ MECHANICAL CONNECTION #6 AWG STRANDED & INSULATED GROUND BUS BAR GROUND ROD — — — #2 AWG SOLID COPPER TINNED O - BUSS BAR INSULATOR GROUNDING LEGEND 1. GROUNDING IS SHOWN DIAGRAMMATICALLY ONLY. 2. CONTRACTOR SHALL GROUND ALL EQUIPMENT AS A COMPLETE SYSTEM. GROUNDING SHALL BE IN COMPLIANCE WITH NEC SECTION 250 AND DISH Wireless L.L.C. GROUNDING AND BONDING REQUIREMENTS AND MANUFACTURER'S SPECIFICATIONS. 3. ALL GROUND CONDUCTORS SHALL BE COPPER; NO ALUMINUM CONDUCTORS SHALL BE USED. 4. NO EXOTHERMIC WELDING ON ROOFTOP GROUNDING ROOFTOP KEY NOTES OEXTERIOR GROUND RING: #2 AWG SOLID COPPER, BURIED AT A DEPTH OF AT LEAST 30 INCHES BELOW GRADE, OR 6 INCHES BELOW THE FROST LINE AND APPROXIMATELY 24 INCHES FROM THE EXTERIOR WALL OR FOOTING. OB ROOFTOP GROUND SYSTEM: THE GROUND SYSTEM USING MINIMUM #2 AWG SOLID COPPER CONDUCTORS. OINTERIOR GROUND RING: #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTOR EXTENDED AROUND THE PERIMETER OF THE EQUIPMENT AREA. ALL NON —TELECOMMUNICATIONS RELATED METALLIC OBJECTS FOUND WITHIN A SITE SHALL BE GROUNDED TO THE INTERIOR GROUND RING WITH #6 AWG STRANDED GREEN INSULATED CONDUCTOR. OD BOND TO INTERIOR GROUND RING: #2 AWG SOLID TINNED COPPER WIRE PRIMARY BONDS SHALL BE PROVIDED AT LEAST AT FOUR POINTS ON THE INTERIOR GROUND RING, LOCATED AT THE CORNERS OF THE BUILDING OR ROOM. OGROUND ROD: UL LISTED COPPER CLAD STEEL. MINIMUM 1/2" DIAMETER BY EIGHT FEET LONG. GROUND RODS SHALL BE INSTALLED WITH INSPECTION SLEEVES. GROUND RODS SHALL BE DRIVEN TO THE DEPTH OF GROUND RING CONDUCTOR. OCELL REFERENCE GROUND BAR (CRGB): POINT OF GROUND REFERENCE FOR ALL COMMUNICATIONS EQUIPMENT FRAMES. ALL BONDS ARE MADE WITH #2 AWG UNLESS NOTED OTHERWISE STRANDED GREEN INSULATED COPPER CONDUCTORS. BOND TO COMMON BUILDING GROUND SYSTEM WITH (2) #2 SOLID TINNED COPPER CONDUCTORS. OHATCH PLATE GROUND BAR: BOND TO THE COMMON BUILDING GROUND SYSTEM WITH TWO #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTORS. WHEN A HATCH —PLATE AND A CELL REFERENCE GROUND BAR ARE BOTH PRESENT, THE CRGB MUST BE CONNECTED TO THE HATCH —PLATE AND TO THE INTERIOR GROUND RING USING (2) TWO #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTORS EACH. OEXTERIOR CABLE ENTRY PORT GROUND BARS: LOCATED AT THE ENTRANCE TO THE CELL SITE ROOM. BOND TO GROUND RING WITH A #2 AWG SOLID TINNED COPPER CONDUCTORS WITH MECHANICAL CONNECTIONS. Oj TELCO GROUND BAR: BOND TO BOTH CELL REFERENCE GROUND BAR OR EXTERIOR GROUND RING. OFRAME BONDING: THE BONDING POINT FOR TELECOM EQUIPMENT FRAMES SHALL BE THE GROUND BUS THAT IS NOT ISOLATED FROM THE EQUIPMENTS METAL FRAMEWORK. OINTERIOR UNIT BONDS: METAL FRAMES, CABINETS AND INDIVIDUAL METALLIC UNITS LOCATED WITH THE AREA OF THE INTERIOR GROUND RING REQUIRE A #6 AWG STRANDED GREEN INSULATED COPPER BOND TO THE INTERIOR GROUND RING. OFENCE AND GATE GROUNDING: METAL FENCES SHALL BE BONDED TO THE COMMON BUILDING GROUND SYSTEM WITH A #2 AWG SOLID TINNED COPPER CONDUCTOR AT AN INTERVAL NOT EXCEEDING 25 FEET. BONDS SHALL BE MADE AT EACH GATE POST AND ACROSS GATE OPENINGS. OEXTERIOR UNIT BONDS: METALLIC OBJECTS, EXTERNAL TO OR MOUNTED TO THE BUILDING, SHALL BE BONDED TO THE COMMON BUILDING GROUND SYSTEM. USING #2 TINNED SOLID COPPER WIRE OICE BRIDGE SUPPORTS: EACH ICE BRIDGE LEG SHALL BE BONDED TO THE GROUND RING WITH #2 AWG BARE TINNED COPPER CONDUCTOR. PROVIDE EXOTHERMIC WELDS AT BOTH THE ICE BRIDGE LEG AND BURIED GROUND RING. OO DURING ALL DC POWER SYSTEM CHANGES INCLUDING DC SYSTEM CHANGE OUTS, RECTIFIER REPLACEMENTS OR ADDITIONS, BREAKER DISTRIBUTION CHANGES, BATTERY ADDITIONS, BATTERY REPLACEMENTS AND INSTALLATIONS OR CHANGES TO DC CONVERTER SYSTEMS IT SHALL BE REQUIRED THAT SERVICE CONTRACTORS VERIFY ALL DC POWER SYSTEMS ARE EQUIPPED WITH A MASTER DC SYSTEM RETURN GROUND CONDUCTOR FROM THE DC POWER SYSTEM COMMON RETURN BUS DIRECTLY CONNECTED TO THE CELL SITE REFERENCE GROUND BAR OP ROOFTOP COLLECTOR BUSS BAR IS TO BE MECHANICALLY BONDED TO COMMON BUILDING GROUND SYSTEM. REFER TO DISH Wireless L.L.C. GROUNDING NOTES. GROUNDING KEY NOTES RESUB Feb 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT NO SCALE 2 ..sh wke,. 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 (((C CAMP# ll SSOCIAT 1951. N. C EK P Y ITE 220 BOTH 98011 E: ) W l' �0039597Q -SSIC`.ALE^G EXPIRES: 06/05/2025 02/02/2024 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: JAC I JAC I EJC REDS REV #: 1 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 1/31/2024 ADDED EUVATION NOTE A 1/23/2024 REVISED EQUIPMENT LOCATION A 11/08/2023 ISSUED FOR FINAL A 6/30/2023 ISSUED FOR REVIEW A 8/3/2023 ISSUED FOR PRELIM REVIEW A 8/8/2023 ISSUED FOR REVIEW A 8/28/2023 ISSUED FOR REVIEW A&E PROJECT NUMBER SESEA00180C DISH Wireless L.L.C. PROJECT INFORMATION SESEA00180C 10032 EDMONDS WAY EDMONDS, WA 98020 SHEET TITLE GROUNDING PLANS AND NOTES SHEET NUMBER G-1.0 DISH Wireless L.L.C. TEMPLATE VERSION 48 - 2/21/2022 PROPOSED BUSS BAR INSULATORS PROPOSED H—FRAME 4"X17k1/4" TINNED COPPER GROUND BUSSBAR BOND H—FRAME POST TO UNI—STRUT (TYP.) BOND PROPOSED EQUIPMENT PLATFORM TO PROPOSED GROUNDING ELECTRODE SYSTEM (TYP. 4) PROPOSED BUSS BAR INSULATORS PROPOSED CABLE SUPPORT MOUNT PROPOSED GROUND STRAND y TO EACH ANTENNA SECTORS ��♦ PROPOSED GROUND STRAND TO EXISTING GROUNDING SYSTEM PROPOSED MAIN 4"x12"x1/4" TINNED COPPER GROUND BUSSBAR BOND EQUIPMENT AS REQUIRED BY MANUFACTURER EQUIPMENT GROUNDING PLAN I NO SCALE 11 I NO SCALE 2 NOTE EQUIPMENT CABINET OMITTED FOR CLARITY PROPOSED TELCO FIBER ENCLOSURE PROPOSED CIENA BOX. SPACED RESERVED IF REQUIRED. J 0 O I I PROPOSED DISH WIRELESS POWER PROTECTIVE CABINET I I I I I � I I I I I I � PROPOSED DISH WIRELESS 'I SAFETY SWITCH. / I INSTALL IF REQUIRED BY LOCAL UTILITY COMPANY I II EXISTING I �' CONCRETE I I PROPOSED — #2 AWG TIE I INTO GROUND )� T ■�■■A ■■ II RING TYYP � ■ jl I BOND EQUIPMENT I PROPOSED GROUND BAR TO I GROUND BUS BAR I I GROUNDING ELECTRODE I I I SYSTEM (TYP) 1 651 W. GALENA PARK 6LV0. 5TE. 107 PHiJ(19 DRAPER, UTAH B402O Firm License Number: VSE Project Number: U36f4*1Qg3?024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT H—FRAME GROUNDING DETAIL NO SCALE 3 1w IIIIIIIIIIIII.M.sh- 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 (((C CAMP+ ASSOCIATES S 195 N. EEK W UITE 220 BOT A 98011 5 W o AS �Mj Q+' .e 0039597 gR�0 SSIC\:aLE1G EXPIRES: 06/05/2025 02/02/2024 R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: JAC JAC EJC REDS REV #: 1 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 1/31/2024 ADDED EUVATION NOTE A 1/23/2024 REVISED EQUIPMENT LOCATION A 11/08/2023 ISSUED FOR FINAL A 6/30/2023 ISSUED FOR REVIEW A 8/3/2023 ISSUED FOR PRELIM REVIEW A 8/8/2023 ISSUED FOR REVIEW A 8/28/2023 1 ISSUED FOR REVIEW A&E PROJECT NUMBER SESEA00180C DISH Wireless L.L.C. PROJECT INFORMATION SESEA00180C 10032 EDMONDS WAY EDMONDS, WA 98020 SHEET TITLE GROUNDING DETAILS SHEET NUMBER G-2.0 DISH Wireless L.L.C. TEMPLATE VERSION 48 — 2/21/2022 yll�® CABLE TRAY n a I 7R M M R a CHERRY INSULATOR, INSTALLED IF REQUIRED 1. EXOTHERMIC WELD (2) TWO, #2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUND BAR. ROUTE CONDUCTORS TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC 651 W. GALENA PARK 3LVD. STE. 107 PHONE (801) es -1775 TIN COATED SOLID SECTION WELD. DRAPER, UTAH 84 0 WWW. VECTOR .COM COPPER BUS BAR VIEW 2. ALL EXTERIOR GROUNDING HARDWARE SHALL BE STAINLESS STEEL 3/8" DIAMETER OR LARGER. Firm Ll ense Number: 2202 SLEEPER ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ANTI -OXIDANT COMPOUND BEFORE MATING. VSE Projeci Number: U3614-131-231 EXISTING BUILDING Ll 3. FOR GROUND BOND TO STEEL ONLY: COAT ALL SURFACES WITH AN ANTI -OXIDANT COMPOUND ROOFTOP BEFORE MATING. 4. DO NOT INSTALL CABLE GROUNDING KIT AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR #2 STRANDED INSULATES COPPER GROUNDING JUMPER DOWN TO GROUNDING BUS. GROUNDING WIRE TO MAIN BUS BAR (TYP) CABLE TRAY JOINTS (TYP) 5. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND BAR AND BOLTED ON THE BACK SIDE. 6. ALL GROUNDING PARTS AND EQUIPMENT TO BE SUPPLIED AND INSTALLED BY CONTRACTOR.> > SIDE CABLE TRAY VIEW 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUND BAR AS \ o 0 0 REQUIRED. 8. ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8" OF THE BARREL (NO SHINERS). EXISTING BUILDING ROOFTOP TO CABLE TRAY/SUPPORT BASE CONNECTION \ GROUND BUSS BAR #2 STRANDED INSULATES COPPER GROUNDING WIRE 2-HOLE LONG BARREL TINNED # 2 GROUND ------FROM CABLE (TYP) SOLID COPPER LUG (TYP) CHERRY INSULATOR, TIN COATED SOLID COPPER BUS BAR INSTALLED IF REQUIRED TYPICAL GROUNDING NOTES NO SCALE OUTDOOR CABINET GROUNDING NO SCALE 2 TYPICAL CABLE TRAY GROUND BUSS BAR No SCALE 3 NOTE: MINIMUM OF 3 THREADS S/S BOLT (TYP) TO BE VISIBLE (TYP) S/S SPLIT WASHER (TYP) S/S FLAT WASHER (TYP) 2 HOLE LONG BARREL TINNED SOLID COPPER LUG (TYP) S/S FLAT WASHER (TYP) TIN COATED SOLID COPPER BUS BAR S/S NUT (TYP) CHERRY INSULATOR INSTALLED IF REQUIRED EXTERNAL TOOTHED 3/8" DIA x1 1/2" S/S NUT S/S LOCK WASHER S/S FLAT WASHER S/S FLAT WASHER S/S BOLT (1 OF 2) 1/16" MINIMUM SPACING CLOSED BARREL, FOR ALL BLACK HEAT EXTERIOR TWO -HOLE SHRINK UV CONNECTORS RATFD—I CONDUCTOR INSULATION TO EXTERNAL BUTT UP AGAINST THE TOOTHED CONNECTOR BARREL 3/8" DIA x1 1/2" S/S NUT S/S LOCK WASHER �� ------ T WASHER ---------- TINNED COPPER GROUNDING BAR S/S FLAT WASHER S/S BOLT (1 OF 2) 1/16" MINIMUM SPACING INSPECTION WINDOW IN CLEAR HEAT CONDUCTOR INSULATION TO BARREL, REQUIRED FOR SHRINK BUTT UP AGAINST THE ALL INTERIOR TWO -HOLE CONNECTOR BARREL CONNECTORS � �� --- ------- TINNED COPPER GROUNDING BAR 11111� LUG DETAIL NO SCALE 4 TYPICAL EXTERIOR TWO HOLE LUG NO SCALE 5 TYPICAL INTERIOR TWO HOLE LUG No SCALE 6 NOTE PROPOSED CPS UNIT CABLE GROUNDING NOT REQUIRED WHEN REMOVE ANY PAINT ON PIPE OR FITTING SURFACE MECHANICAL CONNECTION EXISTING HALO GROUND OR ANTENNA IS LESS THAN 10' FROM CABINET UNDER BONDING CLAMP. GROUNDING SYSTEM ti_—#2 SOLID TINNED \ COPPER WIRE PROPOSED POST PROPOSED HEAVY GAUGE CONNECT TO HALO EXISTING COLD BONDING WIRE GROUND. #2 AWG GROUND WATER PIPE CONDUCTOR TO GROUND \ PROPOSED PIPE CLAMPS PROPOSED PROPOSED CPS UNIT MOUNT \ ELECTRICAL OR APPROVED EQUAL ENCLOSURE BOX \ (MOUNTED TO EQUIPMENT SHELTER O INTERIOR WALL) 1/2" COAX CABLE 8" MIN. PROPOSED CSST SYSTEM BENDING RADIUS PER CABLE MANUFACTURER'S \ \ BRASS BONDING CLAMP OR APPROVED EQUAL SPECIFICATIONS O \ O \ PROPOSED BRONZE SCREWS Feb 09 2024 \ OR APPROVED EQUAL \ CITY OF EDMONDS DEVELOPMENT SERVICES TO GROUND DEPARTMENT TYPICAL INDOOR ELECTRICAL ENCLOSURE BOX No SCALE ] TYPICAL GPS UNIT GROUNDING No SCALE 8 TYPICAL COLD WATER CONDUIT No SCALE 9 GROUNDING DETAIL GROUNDING DETAIL IIIIIIII ... sh wwewm. 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 Oc CAMP+ SSOCIATES 19515 N. C EK LITE 220 BO A 8011 HO 2 W r V, AS t�? a EXPIRES: 06/05/2025 02/02/2024 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: JAC I JAC I EJC RFDS REV #: 1 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 1/31/2024 ADDED EUVATION NOTE A 1/23/2024 REVISED EQUIPMENT LOCATION A 11/08/2023 ISSUED FOR FINAL A 6/30/2023 ISSUED FOR REVIEW A 8/3/2023 ISSUED FOR PREUM REVIEW A 8/8/2023 ISSUED FOR REVIEW A 8/28/2023 ISSUED FOR REVIEW A&E PROJECT NUMBER SESEA00180C DISH Wireless L.L.C. PROJECT INFORMATION SESEA00180C 10032 EDMONDS WAY EDMONDS, WA 98020 SHEET TITLE GROUNDING DETAILS SHEET NUMBER G-3.0 DISH Wireless L.L.C. TEMPLATE VERSION 48 - 2/21/2022 STRUCTURAL NOTES (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) CODE ALL MATERIALS WORKMANSHIP DESIGN AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION. SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. DESIGN LOADS PLATFORM/SCREENWALL DEAD LOAD: ALPHA/BETA: 2,800 LBS GAMMA: 1,700 LBS EQUIPMENT PLATFORM: 1,500LBS ROOFTOP SCREEN WALL: WIND LOAD: 110 MPH EXPOSURE B F= gzx(GCr)xAf=39.3 PSF= 23.6 PSF (ASD) [h<60'] qz= 20.69 PSF(Kz=0.8, Kzt=1.0, Kd=0.85) GCr= 1.9[h<60] RISK CATEGORY II SEISMIC LOAD: SEISMIC DESIGN CATEGORY D, SOIL TYPE Sd Fp= [1+2z/h] Wp = 0.351 Wp(ASD) ap= 1.0(SCREENWALL) Rp = 2.5 (SCREENWALL) Sds = 1.024 (Ss =1.280 & Fa = 1.2 BASED ON LAT/LONG) Ip= 1.0 z/h = 1.0 STATEMENT OF SPECIAL INSPECTIONS SPECIAL INSPECTIONS ARE REQUIRED AS INDICATED IN THE FOLLOWING TABLE. THE CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK IN ACCORDANCE WITH SECTION 1704.4 OF THE IBC. STEEL CONSTRUCTION - SPECIAL INSPECTION IS REQUIRED IN CONFORMANCE WITH IBC SECTION 1705.2. STRUCTURAL OBSERVATION OF THE STRUCTURAL SYSTEM BY THE ENGINEER IS NOT REQUIRED. SPECIAL INSPECNON OPERATION CONT PERIODIC REMARKS STRUCTURAL STEEL AND FRP FABRICATION & ERECTION X SHOP & FIELD WELDING SINGLE PASS FILLET WELDS 5 5/16" X NOTE: ALL ITEMS MARKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17. SPECIAL INSPECTION SHALL BE PERFORMED BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING OFFICIAL SHALL BE FURNISHED WITH COPIES OF ALL RESULTS. ANY INSPECTION FAILING TO MEET THE PROJECT SPECIFICATIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE DESIGN TEAM. SHOP DRAWINGS SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION: 1. STRUCTURAL STEEL 2. FRP SCREENWALLS SHOP DRAWINGS SHALL BE REVIEWED, REVISED AS REQUIRED FOR FIELD CONDITIONS, AND DATE STAMPED BY THE CONTRACTOR PRIOR TO REVIEW BY THE ENGINEER. CONTRACTOR SHALL PROVIDE (3) SETS OF SHOP DRAWINGS FOR ENGINEER'S REVIEW. ALLOW TWO WEEKS FOR SHOP DRAWING APPROVAL BY ENGINEER. ENGINEER'$ SHOP DRAWING REVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND CONTRACT DOCUMENTS. MARKINGS OR COMMENTS SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM COMPLIANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. THE CONTRACTOR REMAINS RESPONSIBLE FOR DETAILS AND ACCURACY, FOR CONFORMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FOR SELECTING FABRICATION PROCESSES, FOR TECHNIQUES OF ASSEMBLY, AND FOR PERFORMING THE WORK IN A SAFE MANNER. ENGINEER'S SHOP DRAWING REVIEW OF STRUCTURAL COMPONENTS DESIGNED BY OTHERS IS FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL CONNECTIONS TO THE BASIC STRUCTURE. SHOP DRAWINGS $HALL INDICATE MAGNITUDE AND DIRECTION OF THE LOADS IMPOSED ON THE BASIC STRUCTURE AND SHALL BE STAMPED & SIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE SAME STATE AS THE PROJECT. FABRICATION SHALL BEGIN ONLY AFTER SHOP DRAWINGS BEARING THE STAMP AND SIGNATURE OF THE PROJECT ARCHITECT, ENGINEER OF RECORD, AND CONTRACTOR HAVE BEEN RECEIVED. STRUCTURAL STEEL STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION. WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, Fy = 50 KSI. PLATES, ANGLES, CHANNELS, AND RODS SHALL CONFORM TO ASTM A36, FY = 36 KSI. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500 GRADE B, Fy = 46 KSI. STEEL PIPE SHALL CONFORM TO ASTM A53 GRADE B, Fy = 35 KSI. BOLTS CONNECTING STEEL MEMBERS SHALL CONFORM TO ASTM A325-N. BOLTS SHALL BE 3/4"¢ MINIMUM, UNO ANCHOR BOLTS SHALL CONFORM TO ASTM A307. CONTRACTOR SHALL PROVIDE CONNECTION ADJUSTMENT TOLERANCES TO SATISFY THE REQUIREMENTS OF AISC MANUAL OF STEEL CONSTRUCTION. UNLESS SPECIFIED AS STAINLESS STEEL, ALL STEEL MEMBERS, SHAPES, BOLTS, AND ACCESSORIES EXPOSED TO WEATHER SHALL BE HOT DIP GALVANIZED. WELDING WELDING SHALL CONFORM TO AWS"STRUCTURAL WELDING CODE" LATEST EDITION. ALL WELDING SHALL BE DONE WITH 70 KSI LOW HYDROGEN ELECTRODES. WHERE NOT CALLED OUT, MINIMUM FILLET WELD SIZE SHALL BE PER TABLE 5.8 IN AWS D1.1, LATEST EDITION. WELDING OF REINFORCING BARS SHALL NOT BE PERMITTED UNLESS SPECIFICALLY CALLED OUT ON DRAWINGS OR APPROVED BY STRUCTURAL ENGINEER. WELDING OF GRADE 60 REINFORCING BARS SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS SHALL BE PERFORMED USING E70XX ELECTRODES. SEE REINFORCING NOTES FOR MATERIAL REQUIREMENTS OF WELDED BARS. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING BARS 15 NOT PERMITTED. ALL WELDING SHALL BE DONE BY WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO) CERTIFIED WELDERS LUMBER ALL GRADES SPECIFIED ARE MINIMUM GRADES REQUIRED. ALL LUMBER SHALL BE IN ACCORDANCE WITH W WPA GRADING RULES, KILN -DRIED TO MC 19 AND OF THE FOLLOWING MINIMUM STANDARDS: SIZE CLASSIFICATION I SPECIES I GRADE Fb (PSI) Fc (PSI) SLEEPERS OOUG-FIR STUD 700 - PLATESANDBLOCKING HEM -FIR N2 850 REFER TO PLAN NOTES, SCHEDULES, AND DETAILS FOR MORE SPECIFIC LUMBER SIZE AND GRADE REQUIREMENTS. UNLESS NOTED OTHERWISE IN THE PLANS, ALL WOOD AND WOOD -BASED MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE, MASONRY, OR WITHIN 8" OF SOIL SHALL BE PRESERVATIVE -TREATED BY VACUUM -PRESSURE IMPREGNATION IN ACCORDANCE WITH AWPA STANDARD ILL. NAILS, BOLTS, AND METAL CONNECTORS FOR WOOD ALL NAILS SHALL CONFORM TO THE STANDARDS SET FORTH BY THE NATIONAL DESIGN STANDARDS (NOS) FOR WOOD CONSTRUCTION, LATEST EDITION. NAILING NOT SPECIFIED SHALL BE PER IBC TABLE 2304.10.1 NAILING SCHEDULE. ALL NAILS CALLED OUT ON PLANS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE AND SHALL "FT 11R FxrFFD THE FDI I DWINr, MINIMI IM r, iim INFS. NAIL SHANK 0 MIN LENGTH W COMMON 0.1310 2 1/2" SHANK 10d COMMON 0.1480 3" SHANK 12d COMMON 0.1480 3 1/4" SHANK 16d COMMON 0.1620 3 1/2" SHANK 10d BOX NAILS MAY BE SUBSTITUTED FOR 8d COMMON NAILS WITH NO CHANGE IN NAIL SPACING. FRAMING MEMBERS MAY BE NAILED WITH 16d SINKERS (0.148" 0 x 3 1/4"), BUT ONLY 16d COMMON NAILS SHALL BE USED WHERE 16d NAILS ARE INDICATED IN THIS DRAWING SET. ENGINEER MAY APPROVE OTHER NAILS IF NAIL LABELS ARE SUBMITTED TO ENGINEER PRIOR TO START OF CONSTRUCTION. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. LEAD HOLES FOR LAG BOLTS SHALL BE BORED FOR THE SHANK AND THREADED PORTIONS PER NDS 12.1.4.2. CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, CATALOG TO BE THE LATEST EDITION, OR ENGINEER APPROVED EQUAL. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITH THE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY THE MANUFACTURER. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS, SCREWS, OR BOLTS IN EACH MEMBER. INSTALL SOLID BLOCKING AT ALL BEARING POINTS. ALL SHIMS SHALL BE SEASONED, DRIED, AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. GALVANIZATION UNLESS NOTED OTHERWISE, STEEL CONNECTORS IN CONTACT WITH TREATED WOOD SHALL BE GALVANIZED ACCORDING TO THE FOLLOWING TABLE: GALVANIZATION UNTREATED WOOD CCA-C SEX ACQ-C ACQ D CBA-A CA-B OTHER BORATE ACZA OTHER PT WOOD G90 X X X G185 X X X X X X HDG X X X X X X STT300 X X X X X X X X G90 = 0.90 OZ. OF ZINC PER SQUARE FOOT OF AREA G185 = 1.85 OZ. OF ZINC PER SQUARE FOOT OF AREA HDG = HOT DIP GALVANIZED SST300 = TYPE 316L STAINLESS STEEL RATED SHEATHING RATED SHEATHING SHALL BE GRADE C-D INT-APA WITH EXTERIOR GLUE OR OSS SHEATHING WITH EXTERIOR GLUE IN CONFORMANCE WITH IBC STANDARD 2303.1.5. ALL FRP STRUCTURAL SHAPES SHALL BE 1625 SERIES PULTEX STANDARD PROFILES BY CREATIVE PULTRUSIONS, INC OR APPROVED EQUAL. ALL FRP FLAT PANELS SHALL BE 1500/1525 OR 1625 SERIES PULTEX STANDARD PROFILES BY CREATIVE PULTRUSIONS, INC OR APPROVED EQUAL. BOLTS AND NUTS SHALL BE SUPERSTUD FIBER REINFORCED POLYMER FASTENER SYSTEM BY CREATIVE PULTRUSIONS, INC OR APPROVED EQUAL. ALL FRP PRODUCTS EXPOSED TO WEATHER SHALL CONTAIN AN ULTRAVIOLET INHIBITOR. ALL FIELD CUT, DRILLED EDGES AND HOLES SHALL BE SEALED WITH CATALYZED RESIN AS RECOMMENDED BY MANUFACTURER. FIBER REINFORCED POLYMER PRODUCTS SHALL BE DESIGNED AND PROVIDED BY HI -TECH COMPOSITE STRUCTURES OR ENGINEER -APPROVED EQUIVALENT MANUFACTURER. SHOP DRAWINGS ARE REQUIRED PER THE STRUCTURAL NOTES AND SHALL BE DESIGNED AND STAMPED BY THE MANUFACTURER'S PROFESSIONAL ENGINEER LICENSED IN THE SAME STATE AS THE PROJECT. REFER TO THE DESIGN LOADS SECTION OF THE STRUCTURAL NOTES FOR MAXIMUM WEIGHT OF SCREEN WALL AS WELL AS LATERAL FORCE REQUIREMENTS. EXISTING BUILDING CONTRACTOR SHALL VERIFY ALL DIMENSIONS, MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILDING DEPICTED IN THE DRAWINGS, AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES FOR POSSIBLE REDESIGN. CONTRACTOR RESPONSIBLE FOR COMPLETELY SEALING ALL AREAS WHERE EXISTING ROOF MATERIAL IS PENETRATED OR REMOVED. PROVIDE WATER PROOFING AS REQUIRED BY THE ARCH. GENERAL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, CIVIL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITION$ FOR COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. CONTRACTOR TO SEE ARCHITECTURAL, CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF PIPE, VENT, DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION $HALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. LEGEND DEFINITION SYMBOL DEFINITION SYMBOL DIRECTION OF NATIVE SOIL amumm FRAMING p EXTENT (� GRANULAR FILL FRAMING FRAMI ` _ COLUMNS STRUCTURAL STEEL'""""""`'`'`'`') COLUMN BEARING RATED SHEATHING ON BEAM BEAM CONTINUOUS SHEAR WALL OVER SUPPORT (SEE SCHEDULE) SWX COLUMN MARK CONCRETE WALL (SEE SCHEDULE) BEARING STUD FOOTING MARK WALL 1d (SEE SCHEDULE) O NON -BEARING HOLDOWN MARK STUD WALL (SEE SCHEDULE) BEARING STUD HANGER MARK SHEAR WALL (SEE SCHEDULE) NON -BEARING( FLAG NOTE STUD SHEAR WALL (SEE PLAN NOTES) CMU WALL STEEL MOMENT �V FRAME CO ABBREVIATIONS (A) ABOVE GLIB GLUE -LAMINATED BEAM AB ANCHOR BOLT HORIZ HORIZONTAL ALT ALTERNATE KIP KING POST ARCH ARCHITECT KSI KIPS PER SQUARE INCH (B) BELOW L ANGLE BD BAR DIAMETER MECH MECHANICAL BLKG BLOCKING MF MOMENT FRAME BM BEAM MTL METAL BOT BOTTOM INS NEARSIDE BRNG BEARING OC ON CENTER BTWN BETWEEN OPP OPPOSITE CJP COMPLETE JOINT PENETRATION PL PLATE CUR CLEAR PLCS PLACES CMU CONCRETE MASONRY UNIT PSI POUNDS PER SQUARE INCH COL COLUMN PSF POUNDS PER SQUARE FOOT CONC CONCRETE P/T POSTTENSIONED CONN CONNECTION PT PRESSURE TREATED CONT CONTINUOUS REINF REINFORCING COORD COORDINATE REQ'D REQUIRED DBL DOUBLE SCHED SCHEDULE DIET DETAIL Sim SIMILAR DIA DIAMETER SOG SLAB ON GRADE DIM DIMENSION STD STANDARD DIR DIRECTION STIFF STIFFENER EA EACH STL STEEL ELEV ELEVATION SYMM SYMMETRICAL ES EACH SIDE SW SHEARWALL EX EXISTING TOC TOP OF CONCRETE EXP EXPANSION TO$ TOP OF STEEL FUR FLOOR TOW TOP OF WALL FDN FOUNDATION TYP TYPICAL FTG FOOTING UNO UNLESS NOTED OTHERWISE FS FAR SIDE VERT VERTICAL GC GENERAL CONTRACTOR WF WIDE FLANGE M., OVERALL ROOF PLAN OFEDMO CITYePlqE?I+fE E I 40 0 J. 4o N d 0 low wireless, 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 C 6 ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 a L -'QVAL 02/06/2'1 CG# 23015,301 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: JOS SPM MTM RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION 10/06/23 PERMIT SUBMITTAL i 02/ 66/24 PERMIT RESUBMrrTAL A&E PROJECT NUMBER SESEA00180C DISH Wireless LLC. PROJECT INFORMATION SEASEA00180C WESTGATE EDMONDS 10032 EDMONDS WAY EDMONDS, WA 98020 SHEET TITLE STRUCTURAL NOTES & OVERALL ROOF PLAN SHEET NUMBER S1.1 DISH Wireless L.L.C. TEMPLATE VERSION 45 — 10/08/2021 ALPHA BETA FRAMING PLAN © 2 GAMMAQFRAMING PLAN 1 SCALE 1/4" = 1' 0" 2'-0" 0 2'-0' 4'-0' 2' 0" 0 2' 4' 0" RESUB Feb 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT d .*sh wireless 5701 SOUTH SANTA FIE DRIVE LITTLETON, CO 80120 C � ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 9802C PHONE (425) 778-8500 FAX (425) 778-5536 01M0TTiI'� 1 WA a S° z �O CGN 23015.301 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: JOS SPM MTM RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION 10/06/23 PERMIT SUBMITTAL 02/06/24 PERMIT RESUBMITTAL A&E PROJECT NUMBER SESEA00180C DISH Wireless L.L.C. PROJECT INFORMATION SEASEA00180C WESTGATE EDMONDS 10032 EDMONDS WAY EDMONDS, WA 98020 SHEET TITLE PLAN VIEWS SHEET NUMBER S2.1 DISH Wireless L.L.C. TEMPLATE VERSION 45 — 10/08/2021 PER ARCH PER ARCH 30'-0" MAX FRP 4 x 4 x 1/4 WOOD SLEEPERS PER PLAN 'TS �� EXISTING ROOF JOIST EXISTING STEEL BEAM TO SCREEN PER ARCH 1/4" FRP SHEATHING W/ FINISH PER ARCH y DWGS. ATTACH TO FRAMING W/ 3/8" Q FRP THRU-BOLTS @ 12" INTO EA FRAMING MEMBER " L4x4x1/4 4 FRP HORIZONTAL PER 4. ELEVATIONS, TOP & BOT (BEYOND) - EXISTING ROOFING I MATERIAL I 2" STD PIPE KID SHEATHING L4x4x1/4 ANTENNA & MOUNTING I BRACKET PER ARCH DWGS 1/2"0 U-BOLT, TYP I ALPHA & BETA SCREENWALL ELEVATION STEEL BEAM ALPHA & BETA SCREENWALL ELEVATION Q SECTION 1 SCALE: 1/2" = V-0" 2 SCALE: 1/2" = V-0" v SCALE: 1" = V-0" PER ARCH 12'-0" MAX FRP 4 x 4x 1/ TO SCREEN PER ARCH 1/4" FRP SHEATHING W/ FINISH PER ARCH DWGS. ATTACH TO FRAMING W/ 3/8"0 FRP THRU-BOLTS @ 12" INTO EA FRAMING MEMBER a i V a � PER ARCH 6'-0" MAX TO SCREEN PER ARCH FRP DESIGN BY MFR. REFER TO STRUCTURAL NOTES FOR DESIGN LOADS AND SHOP DRAWING SUBMITTAL v REQUIREMENTS a Jx( i U Q a � � o WOOD 54, / SLEEPERS PER PLAN I L FRP 4 x4x 1/4 �I 5 FRP 4x 4x 1/4 TO PLATFORM WOOD SLEEPERS _ `/ EXISTING = ROOFING FRP 4 x 4 x 1/4 i PER PLAN I + I I + H I MATERIAL I TO SHEATHING I I I I I I TO SHEATHING EXISTING I ��—% I EXISTING ROOF JOISTS ROOF JOISTS EXISTING EXISTING GLULAM BEAM GLULAM BEAM GAMMA SCREENWALL ELEVATION GAMMA SCREENWALL ELEVATION REV I 1 R 4 SCALE: 1/2" = V-0" 0 SCALE: 1/2" = V-0" Feb 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT d1i"w wireless- 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 C 6 ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 TRY C3''S4'oANO A* a " L roNAt 02/06/2'1 CG# 23015,301 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: JOS I SPM I MTM RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION 10/06/23 PERMIT SUBMITTAL 02/06/24 PERMIT RESUBMITTAL A&E PROJECT NUMBER SESEA00180C DISH Wireless L.L.C. PROJECT INFORMATION SEASEA00180C WESTGATE EDMONDS 10032 EDMONDS WAY EDMONDS, WA 98020 SHEET TITLE ELEVATIONS SHEET NUMBER S3.1 DISH Wireless L.L.C. TEMPLATE VERSION 45 — 10/08/2021 NOT USED SCALE: 1" = 1'-0" /A LAG SCREWS PER DET 2 SIMPSON CS16 STRAP @ 24" OC W/ (22).131"0 x 21/2"NAILS A AT EACH END AND EVERY THIRD HOLE BTWN ENDS EXISTING ROOF MEMBRANE OVER 1/4" COVER BOARD REMOVE & REPLACE EXISTING PLYWOOD AS REQUIRED W/ LIKE KIND EXIST ROOF FRAMING 2- BLOCKING W/ 10d NAILS @ 6" OC EA SIDE OF PLYWOOD EDGE 8x FULL DEPTH BLOCKING FOR FULL EXTENT OF SLEEPER 3.. COMPLETELY SEAL JOINT TO PREVENT WATER INTRUSION. USE FLEXIBLE SEALANT TO ALLOW MOVEMENT IN POST PROVIDE WEEP HOLE ON EA FACE OF HSS PL 5/8 x 5 1/2 x 0'-11" (4) 5/8"¢ x 6" LAG SCREWS SECTION 2 SCALE: 1" =1'-0" FLASHING AND WATERPROOFING NOT SHOWN FOR CLARITY SLEEPERS PER PLAN. ANCHOR TO BLOCKING W/ 3/4"0 COUNTERSUNK LAG SCREWS @ 12" OC W/ 6" EMBEDMENT INTO BLOCKING. PROVIDE (1) ANCHOR WITHIN 6" OF SLEEPER END EXISTING RIGID INSULATION W�— I , o Y r j = a A35 CLIP EA SIDE &EA \ END, (4) CLIPS PER BLOCK 3 ` EXIST BEAM PER PLAN FRP COLUMN PER PLAN H55 4 1/2 x 4 1/2 x 3/16 x V-81/2" LONG W/ 1/2" 0 THRU BOLT EA WAY WOOD SLEEPER PER PLAN � 6" 6 Lam* SECTION A -A: SCREW PATTERN CREWS ET2INGAND RPROOFING NOT SIMPSON C516 STRAP @ 24" OCN FOR CLARITY W/(22).131"Qx21/2"NAILS AAT EACH END AND EVERYERS PER PLAN. ANCHOR TO THIRD HOLE BTWN ENDS KING W/ 3/4"0 COUNTERSUNK @ 12" OC W/ 6" E%ISTING ROOF MEMBRANECREWS INTO BLOCKING. PROVIDE LB OVER 1/4" COVER BOARDDMENT CHOR WITHIN 6" OF SLEEPER END REMOVE & REPLACE E%ISTING ING RIGID INSULATION PLYWOOD AS REQUIRED W/ LIKE KIND EXIST ROOF FRAMING 2x4 BLOCKING W/ 1. NAILS @ 6" OC EA SIDE OF _ PLYWOOD EDGE O m 0 L 6" 6" L V-0„ 8x FULL DEPTH A35 CLIP EA SIDE & EA BLOCKING FOR FULL END, (4) CLIPS PER BLOCK SECTION A -A: SCREW PATTERN EXTENT OF SLEEPER SLEEPER ANCHORAGE SECTION AT SCREENWALLS - JOIST BEARING SCALE: 1" = V-0" FRP POST PER ELEV $HORIZONTAL fk(2 LEV HORIZ TUBE IS 2"0 FRP (2) 1/2"� FRP BOLT, TYP CONT OVER POST THRU BOLT, TYP FRP L4x4x1/4 x V-4", TYP FRP POST PER PLAN P L4x4x1/4 x 0'-4", TYP SLEEPER ANCHORAGE SECTION AT SCREENWALLS - BEAM BEARING VERT TUBE TO BOT HORIZ TUBE CONN a VERT TUBE TO TOP TUBE CONN 4 SCALE: 1" =1'-0" SCALE: 11/2" = 1'-0" v SCALE: 1 1/2" = V-0" NOTE: SIMILAR AT PERPENDICULAR CONNECTION 11/2" FRP POST PER PLAN 1 FRP HORIZONTAL FRP SHEATHING PER FRP HORIZONTAL PER PLAN ELEVATION �? PER ELEV +7I+ —----------- --------- ti STEEL ANGLE (2) 1/2"{�} FRP THRU BOLT $F� �� \ PER PLAN I II II------------ EA WAY STAGGER AS REQ'D ___ ___________ ___ } (1) 1/2"f8 FRP _-- I TO MEET EDGE DISTANCES i I---- ---- -------- THRU BOLT-- 12) 1/2"0 FRP 1/2"0 FRP THRU BOLT, TYP 3/8" STIFF PLATE FRP 3/8" STIFF THRU BOLT, TYP C ABOVE. SEE PLATE _____ _ j FRP L4 x 4 x 1/4 x 0'-4", TYP SECTION A -A FRP L4x4x1/4 x 0'-4", TYP FRP HORIZONTAL FRP CHANNEL PER ELEVATION FRP SHEATHING PER ELEVATION HSS LEG PER PLAN COPE ANGLE AS REQ'D PER ELEVATION �I/�a�{ ALSO B SECTION A -A VERT CHANNEL TO HORIZ TUBE CONN VERT CORNER DETAIL DIAGONAL AN 4 7 SCALE: 11/2" =1'-0" SCALE: 11/2" = 1'-0" SCALE: 1 1/2" = V-0" CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT wireless- 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 C 6 ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 TRY C3''S4'oANO A* a L roNAt 02/06/2'1 CG# 23015,301 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: JOS SPM MTM RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION 10/06/23 PERMIT SUBMITTAL i 02/06/24 PERMIT RESUBMHTAL A&E PROJECT NUMBER SESEA00180C DISH Wireless L.L.C. PROJECT INFORMATION SEASEA00180C WESTGATE EDMONDS 10032 EDMONDS WAY EDMONDS, WA 98020 SHEET TITLE DETAILS SHEET NUMBER S4.1 DISH Wireless L.L.C. TEMPLATE VERSION 45 — 10/08/2021 HYBRID/DISCREET CABLES 3/4" TAPE WIDTHS WITH 3/4" SPACING LOW -BAND RRH (600 MHz N71 BASEBAND) + PORT 1 PORT 2 PORT 3 PORT 4 PORT 1 PORT 2 PORT 3 PORT 4 PORT 1 PORT 2 PORT 3 PORT 4 (850 MHz N26 BAND) + SLANT -SLANT +SLANT -SLANT SLANT -SLANT +SLANT -SLANT +SLANT -SLANT +SLANT -SLANT (700 MHz N29 BAND) -OPTIONAL PER MARKET ADD FREQUENCY COLOR TO SECTOR BAND (CBRS WILL USE YELLOW BAND) ORANGE ORANGE E ORANGE ORANGE ORANGE ORANGE - HPORT ORANGE ORANGE - HPORT ORANGE ORANGE - PORT ORANGE ORANGE - HI - PORT - HPORT MID -BAND RRH (AWS BANDS N66+N70) ED RED ADD FREQUENCY COLOR TO SECTOR BAND(CBRS WILL USE YELLOW BANDS) i I HYBRID/DISCREET CABLES EXAMPLE 1 EXAMPLE 2 EXAMPLE 3 CANISTER COAX#1 COAX #2 INCLUDE SECTOR BANDS BEING SUPPORTED (ALPHA) (ALPHA) ALONG WITH FREQUENCY BANDS. EXAMPLE 1 - HYBRID, OR DISCREET, SUPPORTS ALL SECTORS, BOTH LOW -BANDS AND MID -BANDS. EXAMPLE 2 - HYBRID, OR DISCREET, SUPPORTS RED CBRS ONLY, ALL SECTORS. EXAMPLE 3 - MAIN COAX WITH GROUND MOUNTED RRHs. FIBER JUMPERS TO RRHs LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH LOW -BAND HHR FIBER CABLES HAVE SECTOR STRIPE ONLY. POWER CABLES TO RRHs LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH LOW -BAND RRH POWER CABLES HAVE SECTOR STRIPE ONLY ORANGE RET MOTORS AT ANTENNAS ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 MID BAND LOW BAND MID BAND LOW BAND MID BAND LOW BAND RET CONTROL IS HANDLED BY THE MID -BAND RRH WHEN ONE SET OF RET PORTS EXIST ON IN IN IN IN IN IN ANTENNA. SEPARATE RET CABLES ARE USED WHEN ANTENNA PORTS PROVIDE INPUTS FOR BOTH LOW AND MID BANDS. MICROWAVE RADIO LINKS FORWARD AZIMUTH OF 0-120 DEGREES FORWARD AZIMUTH OF 120-240 DEGREES FORWARD AZIMUTH OF 240-359 DEGREES PRIMARY SECONDARY PRIMARY SECONDARY PRIMARY SECONDARY LINKS WILL HAVE A 1.5-2 INCH WHITE WRAP WITH THE AZIMUTH COLOR OVERLAPPING IN THE MIDDLE. ADD ADDITIONAL SECTOR COLOR BANDS FOR WHITE WHITE WHITE WHITE WHITE WHITE EACH ADDITIONAL MW RADIO. MICROWAVE CABLES WILL REQUIRE P-TOUCH WHITE WHITE WHITE WHITE WHITE WHITE LABELS INSIDE THE CABINET TO IDENTIFY THE LOCAL AND REMOTE SITE ID's. WHITE WHITE WHITE 5701 SOUTH SANTA RE DRIVE LITTLETON, CO 80120 (((c ASSOCIATES 19515 N. CREEK PKWY, SUITE 220 BOTHELL, WA 98011 PHONE: (425) 740-6392 W W W.CAMPASSOC.COM �i CG] �d ® 40555 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: JAC JAC EJC RFDS REV #: 1 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 2/8/2024 REVISED SA @DRAWINGS A 1/31 /2024 ADDED ELNATION NOTE A 1/23/2024 REVISED EQUIPMENT LOCATION A 11/08/2023 ISSUED FOR FINAL A 6/30/2023 ISSUED FOR REVIEW A 8/3/2023 ISSUED FOR PRELIM REVIEW A 8/8/2023 ISSUED FOR REVIEW A&E PROJECT NUMBER SESEA00180C DISH Wireless L.L.C. PROJECT INFORMATION SESEA00180C 10032 EDMONDS WAY EDMONDS, WA 98020 SHEET TITLE RF CABLE COLOR CODE SHEET NUMBER RF-1 LOW BANDS (N71+N26) AWS OPTIONAL - (N29) (N66+N70+H-BLOCK) ORANGE ....sh CBRS TECH NEGATIVE SLANT PORT (3 GHz) ON ANT/RRH WHITE ALPHA SECTOR BETA SECTOR GAMMA SECTOR COLOR IDENTIFIER NO SCALE 2 NOT USED NO SCALE 3 RESUB Feb 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RF CABLE COLOR CODES NO SCALE NOT USED NO SCALE 4Lt DISH Wireless L.L.C. TEMPLATE VERSION 48 - 2/21/2022 EXOTHERMIC CONNECTION AB ANCHOR BOLT IN INCH ABV ABOVE INT INTERIOR MECHANICAL CONNECTION ■ AC ALTERNATING CURRENT LB(S) POUND(S) BUSS BAR INSULATOR - ADDL ADDITIONAL LF LINEAR FEET CHEMICAL ELECTROLYTIC GROUNDING SYSTEM AFF ABOVE FINISHED FLOOR LTE LONG TERM EVOLUTION AFG ABOVE FINISHED GRADE MAS MASONRY TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEM e T AGL ABOVE GROUND LEVEL MAX MAXIMUM EXOTHERMIC WITH INSPECTION SLEEVE ® AIC AMPERAGE INTERRUPTION CAPACITY MB MACHINE BOLT GROUNDING BAR ALUM ALUMINUM MECH MECHANICAL ALT ALTERNATE MFR MANUFACTURER GROUND ROD I� ANT ANTENNA MOB MASTER GROUND BAR TEST GROUND ROD WITH INSPECTION SLEEVE I�r APPROX APPROXIMATE MIN MINIMUM ARCH ARCHITECTURAL MISC MISCELLANEOUS SINGLE POLE SWITCH ATS AUTOMATIC TRANSFER SWITCH MTL METAL AWG AMERICAN WIRE GAUGE MTS MANUAL TRANSFER SWITCH DUPLEX RECEPTACLE �L1 BATT BATTERY MW MICROWAVE BLDG BUILDING NEC NATIONAL ELECTRIC CODE DUPLEX GFCI RECEPTACLE LLLIII BLK BLOCK NM NEWTON METERS BLKG BLOCKING NO. NUMBER FLUORESCENT LIGHTING FIXTURE (2) TWO LAMPS 48-T8 I r F -1 I BM BEAM # NUMBER L - - - J BTC BARE TINNED COPPER CONDUCTOR NITS NOT TO SCALE SMOKE DETECTION (DC) SD BOF BOTTOM OF FOOTING OC ON -CENTER CAB CABINET OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION EMERGENCY LIGHTING (DC) CANT CANTILEVERED OPNG OPENING CHG CHARGING P/C PRECAST CONCRETE SECURITY LIGHT W/PHOTOCELL LITHONIA ALXW O CLG CEILING PCs PERSONAL COMMUNICATION SERVICES LED- 1 -25A400/51 K-SR4-120-PE-DDBTXD CLR CLEAR PCU PRIMARY CONTROL UNIT COL COLUMN CHAIN LINK FENCE X X X X PRO PRIMARY RADIO CABINET COMM COMMON pp POLARIZING PRESERVING WOOD/WROUGHT IRON FENCE CONC CONCRETE PSF POUNDS PER SQUARE FOOT WALL STRUCTURE CONSTR CONSTRUCTION PSI POUNDS PER SQUARE INCH DBL DOUBLE LEASE AREA _ _ _ _ _ _ _ _ _ — — — - PT PRESSURE TREATED DC DIRECT CURRENT PWR POWER CABINET PROPERTY LINE (PL) - - - - - - DEPT DEPARTMENT QTY QUANTITY SETBACKS -- ------------ - DF DOUGLAS FIR D RADIUS DIA DIAMETER ICE BRIDGE RECT RECTIFIER DIAG DIAGONAL REF REFERENCE CABLE TRAY DIM DIMENSION RUNE REINFORCEMENT WATER LINE W W W W W DWG DRAWING REQ'D REQUIRED DWL DOWEL UNDERGROUND POWER UGP UGP UGP UGP UGP EA EACH RET REMOTE ELECTRIC TILT RE RADIO FREQUENCY UNDERGROUND TELCO UGT UGT UGT UGT UGT EC ELECTRICAL CONDUCTOR RMC RIGID METALLIC CONDUIT OVERHEAD POWER OHP OHP OHP OHP EL. ELEVATION RRH REMOTE RADIO HEAD ELEC ELECTRICAL OVERHEAD TELCO OHT OHT OHT OHT EMT ELECTRICAL METALLIC TUBING RRU REMOTE RADIO UNIT RWY RACEWAY UNDERGROUND TELCO/POWER — UGT/P — UGT/P — UGT/P — UGT/P ENG ENGINEER ABOVE GROUND POWER AGP AGP — AGP — AGP — AGP EQ EQUAL SCH SHT SCHEDULE SHEET EXP EXPANSION ABOVE GROUND TELCO AGT AGT — AGT AGT — AGT EXT EXTERIOR SIAD SMART INTEGRATED ACCESS DEVICE SIM SIMILAR ABOVE GROUND TELCO/POWER — AGT/P — AGT/P — AGT/P — AGT/P EW EACH WAY FAB FABRICATION SPEC SPECIFICATION WORKPOINT W.P. SO SQUARE FF FINISH FLOOR SS STAINLESS STEEL XX FG FINISH GRADE SECTION REFERENCE X_X FIF FACILITY INTERFACE FRAME STD STANDARD STL STEEL FIN FINISHED) TEMP TEMPORARY FLR FLOOR THK THICKNESS DETAIL REFERENCE XX FDN FOUNDATION TMA TOWER MOUNTED AMPLIFIER X_X FOC FACE OF CONCRETE TN TOE NAIL FOM FACE OF MASONRY TOO TOP OF ANTENNA FOS FACE OF STUD TOO TOP OF CURB FOW FACE OF WALL TOF TOP OF FOUNDATION FS FINISH SURFACE TOP 70P OF PLATE (PARAPET) FT FOOT TOS TOP OF STEEL FTG FOOTING GA GAUGE TOW TOP OF WALL NSS TRANSIENT VOLTAGE SURGE SUPPRESSION GEN GENERATOR GFCI GROUND FAULT CIRCUIT INTERRUPTER TYR TYPICAL UG UNDERGROUND GLB GLUE LAMINATED BEAM GLV GALVANIZED UL UNDERWRITERS LABORATORY LINO UNLESS NOTED OTHERWISE GPS GLOBAL POSITIONING SYSTEM GND GROUND UNITS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM GSM GLOBAL SYSTEM FOR MOBILE UPS UNITERRUPTIBLE POWER SYSTEM (DC POWER PLANT) HOG HOT DIPPED GALVANIZED VIE VERIFIED IN FIELD HDR HEADER W WIDE HGR HANGER W/ WITH HVAC HEAT/VENTILATION/AIR CONDITIONING WD WOOD HT HEIGHT WP WEATHERPROOF IGR INTERIOR GROUND RING WT WEIGHT LEGEND ABBREVIATIONS RESUB Feb 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES d...sh- 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 Oc CAMP+ ASSOCIATES 19515 N. CREEK PKWY, SUITE 220 BOTHELL, WA 98011 PHONE: (425) 740-6392 W W W.CAAMPASSrSOC.COM JV. 1EH � 1 0 �d ® 40555 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: JAC JAC EJC REDS REV #: 1 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 2/8/2024 REVISED SA & DRAWINGS A 1/31/2024 ADDED ELUATION NOTE A 1/23/2024 REVISED EQUIPMENT LOCATION A 11/08/2023 ISSUED FOR FINAL A 6/30/2023 ISSUED FOR REVIEW A 8/3/2023 ISSUED FOR PRELIM REVIEW A 8/8/2023 1 ISSUED FOR REVIEW A&E PROJECT NUMBER SESEA00180C DISH Wireless L.L.C. PROJECT INFORMATION SESEA00180C 10032 EDMONDS WAY EDMONDS, WA 98020 SHEET TITLE LEGEND AND ABBREVIATIONS SHEET NUMBER GN-1.0 DISH Wireless L.L.C. TEMPLATE VERSION 48 - 2/21/2022 SIGN TYPES TYPE COLOR COLOR CODE PURPOSE INFORMATION GREEN "INFORMATIONAL SIGN" TO NOTIFY OTHERS OF SITE OWNERSHIP & CONTACT NUMBER AND POTENTIAL RF EXPOSURE. "NOTICE BEYOND THIS POINT" RF FIELDS BEYOND THIS POINT MAY EXCEED THE FCC GENERAL PUBLIC EXPOSURE LIMIT. OBEY ALL NOTICE BLUE POSTED SIGNS AND SITE GUIDELINES FOR WORKING IN RF ENVIRONMENTS. IN ACCORDANCE WITH FEDERAL COMMUNICATIONS COMMISSION RULES ON RADIO FREQUENCY EMISSIONS 47 CFR— 1. 1 307(b) "CAUTION BEYOND THIS POINT" RF FIELDS BEYOND THIS POINT MAY EXCEED THE FCC GENERAL PUBLIC EXPOSURE LIMIT. OBEY ALL CAUTION YELLOW POSTED SIGNS AND SITE GUIDELINES FOR WORKING IN RF ENVIRONMENTS. IN ACCORDANCE WITH FEDERAL COMMUNICATIONS COMMISSION RULES ON RADIO FREQUENCY EMISSIONS 47 CFR— 1. 1 307(b) "WARNING BEYOND THIS POINT" RF FIELDS AT THIS SITE EXCEED FCC RULES FOR HUMAN EXPOSURE. FAILURE TO OBEY ALL POSTED WARNING ORANGE/RED SIGNS AND SITE GUIDELINES FOR WORKING IN RF ENVIRONMENTS COULD RESULT IN SERIOUS INJURY. IN ACCORDANCE WITH FEDERAL COMMUNICATIONS COMMISSION RULES ON RADIO FREQUENCY EMISSIONS 47 CFR-1.1307(b) SIGN PLACEMENT: — RF SIGNAGE PLACEMENT SHALL FOLLOW THE RECOMMENDATIONS OF AN EXISTING EME REPORT, CREATED BY A THIRD PARTY PREVIOUSLY AUTHORIZED BY DISH Wireless L.L.C. — INFORMATION SIGN (GREEN) SHALL BE LOCATED ON EXISTING DISH Wireless L.L.0 EQUIPMENT. A) IF THE INFORMATION SIGN IS A STICKER, IT SHALL BE PLACED ON EXISTING DISH Wireless L.L.0 EQUIPMENT CABINET. B) IF THE INFORMATION SIGH IS A METAL SIGN IT SHALL BE PLACED ON EXISTING DISH Wireless L.L.0 H—FRAME WITH A SECURE ATTACH METHOD. — IF EME REPORT IS NOT AVAILABLE AT THE TIME OF CREATION OF CONSTRUCTION DOCUMENTS; PLEASE CONTACT DISH Wireless L.L.C. CONSTRUCTION MANAGER FOR FURTHER INSTRUCTION ON HOW TO PROCEED. NOTES: 1. FOR DISH Wireless L.L.C. LOGO, SEE DISH Wireless L.L.C. DESIGN SPECIFICATIONS (PROVIDED BY DISH Wireless L.L.C.) 2. SITE ID SHALL BE APPLIED TO SIGNS USING "LASER ENGRAVING" OR ANY OTHER WEATHER RESISTANT METHOD (DISH Wireless L.L.C. APPROVAL REQUIRED) 3. TEXT FOR SIGNAGE SHALL INDICATE CORRECT SITE NAME AND NUMBER AS PER DISH Wireless L.L.C. CONSTRUCTION MANAGER RECOMMENDATIONS. 4. CABINET/SHELTER MOUNTING APPLICATION REQUIRES ANOTHER PLATE APPLIED TO THE FACE OF THE CABINET WITH WATER PROOF POLYURETHANE ADHESIVE 5. ALL SIGNS WILL BE SECURED WITH EITHER STAINLESS STEEL ZIP TIES OR STAINLESS STEEL TECH SCREWS 6. ALL SIGNS TO BE 8.5"01" AND MADE WITH 0.04" OF ALUMINUM MATERIAL Obojall ; artct lu"hwfur vovkhVhTTad1ufmquencVmuhmmm [III thmD15+Mmkm L.LZVXzt# g 1xim 1f tN FOR IC This is an access f~r%r%int to an artma with transmitting antennas. Obey all sib and baniers tee this point Cal the DISH Melon L.L.C. 1OC at 14HWk24-W4 Site NIA. THIS SIGN IS FOR REFERENCE PURPOSES ONLY A CAUTION A4 RF SIGNAGE FIWARNIN:41 -0) Trii#ir� J ftqmmcyfkdds Paht 0 EXCEERft FCC OccupatkmW uWasm Irma. 0 a uAwalI gut W"mtor D 1frm*mnqj0 w w ILL IF1�hL.LMst4# vr1Wtu*m*ftbquf1d*15Pft Z ID: d%IF R SUB w�� Fe 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES .sh 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 Oc CAMP+ ASSOCIATES 19515 N. CREEK PKWY, SUITE 220 BOTHELL, WA 98011 PHONE: (425) 740-6392 W W W.CPMPAASSSOC.COM yJ. 1[7l ro d % Li �d ® 40555 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: JAC JAC EJC RFDS REV #: 1 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 2/8/2024 REVISED SA & DRAWINGS A 1/31/2024 ADDED EUVATION NOTE A 1/23/2024 REVISED EQUIPMENT LOCATION A 11/08/2023 ISSUED FOR FlNAL A 6/30/2023 ISSUED FOR REVIEW A 8/3/2023 ISSUED FOR PRELIM REVIEW A 8/8/2023 ISSUED FOR REVIEW A&E PROJECT NUMBER SESEA00180C DISH Wireless L.L.C. PROJECT INFORMATION SESEA00180C 10032 EDMONDS WAY EDMONDS, WA 98020 SHEET TITLE RF SIGNAGE SHEET NUMBER GN-2.0 DISH Wireless L.L.C. TEMPLATE VERSION 48 — 2/21/2022 SITE ACTIVITY REQUIREMENTS: I. NOTICE TO PROCEED - NO WORK SHALL COMMENCE PRIOR TO CONTRACTOR RECEIVING A WRITTEN NOTICE TO PROCEED (NTP) AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE DISH Wireless L.L.C. AND TOWER OWNER NOC & THE DISH Wireless L.L.C. AND TOWER OWNER CONSTRUCTION MANAGER. 2. "LOOK UP" - DISH Wireless L.L.C. AND TOWER OWNER SAFETY CLIMB REQUIREMENT: THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL STAGES OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION, MOUNT REINFORCEMENTS, AND/OR EQUIPMENT INSTALLATIONS SHALL NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF THE SAFETY CLIMB OR ANY COMPONENTS OF THE CLIMBING FACILITY ON THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF THE WIRE ROPE FROM ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR, IMPACT TO THE ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS INTENDED USE. ANY COMPROMISED SAFETY CLIMB, INCLUDING EXISTING CONDITIONS MUST BE TAGGED OUT AND REPORTED TO YOUR DISH Wireless L.L.C. AND DISH Wireless L.L.C. AND TOWER OWNER POC OR CALL THE NOC TO GENERATE A SAFETY CLIMB MAINTENANCE AND CONTRACTOR NOTICE TICKET. 3. PRIOR TO THE START OF CONSTRUCTION, ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED. THIS INCLUDES, BUT IS NOT LIMITED TO, BUILDING, ELECTRICAL, MECHANICAL, FIRE, FLOOD ZONE, ENVIRONMENTAL, AND ZONING. AFTER ONSITE ACTIVITIES AND CONSTRUCTION ARE COMPLETED, ALL REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING TO LOCAL JURISDICTIONAL REQUIREMENTS. 4. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING PLANS, CLIMBING PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF THE WORK CONTAINED HEREIN, AND SHALL MEET ANSI/ASSE A10.48 (LATEST EDITION); FEDERAL, STATE, AND LOCAL REGULATIONS; AND ANY APPLICABLE INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL RIGGING PLANS SHALL ADHERE TO ANSI/ASSE A10.48 (LATEST EDITION) AND DISH Wireless L.L.C. AND TOWER OWNER STANDARDS, INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION, TO CERTIFY THE SUPPORTING STRUCTURE(S) IN ACCORDANCE WITH ANSI/TIA-322 (LATEST EDITION). 5. ALL SITE WORK TO COMPLY WITH DISH Wireless L.L.C. AND TOWER OWNER INSTALLATION STANDARDS FOR CONSTRUCTION ACTIVITIES ON DISH Wireless L.L.C. AND TOWER OWNER TOWER SITE AND LATEST VERSION OF ANSI/TIA-1019-A-2012 "STANDARD FOR INSTALLATION, ALTERATION, AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS." 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY DISH Wireless L.L.C. AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH CHANGE OF INSTALLATION. 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES INCLUDING PRIVATE LOCATES SERVICES PRIOR TO THE START OF CONSTRUCTION. 10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E) CONSTRUCTION SAFETY PROCEDURES. IT. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND DISH PROJECT SPECIFICATIONS, LATEST APPROVED REVISION. 12. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH AT THE COMPLETION OF THE WORK. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 13. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF DISH Wireless L.L.C. AND TOWER OWNER, AND/OR LOCAL UTILITIES. 14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF EQUIPMENT, ROOMS, AND SHELTERS. 15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT AND TOWER AREAS. 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE CONSTRUCTION DRAWINGS AND/OR PROJECT SPECIFICATIONS. 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. 20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS AND RADIOS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY BASIS. 22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. GENERAL NOTES: 1.FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: CONTRACTOR: GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION CARRIER:DISH Wireless L.L.C. TOWER OWNER:TOWER OWNER 2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. IT IS ASSUMED THAT THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKPEOPLE WHO HAVE A WORKING KNOWLEDGE OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITION OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. 3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS METHODS TECHNIQUES, SEQUENCES, AND PROCEDURES. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY FOR PROTECTION OF LIFE AND PROPERTY DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, FORMWORK, SHORING, ETC SITE VISITS BY THE ENGINEER OR HIS REPRESENTATIVE WILL NOT INCLUDE INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL OBSERVATION OF THE FINISHED STRUCTURE ONLY. 4. NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND/OR AS PROVIDED FOR IN THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES, AND SPECIFICATIONS, THE GREATER, MORE STRICT REQUIREMENTS, SHALL GOVERN. IF FURTHER CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF RECORD. 5. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO ASSIST IN THE FABRICATION AND/OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE DIMENSIONS, MEASUREMENTS, AND/OR CLEARANCES SHOWN IN THE CONSTRUCTION DRAWINGS PRIOR TO FABRICATION OR CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. IF IT IS DETERMINED THAT THERE ARE DISCREPANCIES AND/OR CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS POSSIBLE. 6. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CARRIER POC AND TOWER OWNER. 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES REGULATIONS AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 8. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CARRIER AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH CHANGE OF INSTALLATION. 11. CONTRACTOR IS TO PERFORM A SITE INVESTIGATION, BEFORE SUBMITTING BIDS, TO DETERMINE THE BEST ROUTING OF ALL CONDUITS FOR POWER, AND TELCO AND FOR GROUNDING CABLES AS SHOWN IN THE POWER, TELCO, AND GROUNDING PLAN DRAWINGS. 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF DISH Wireless L.L.C. AND TOWER OWNER 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY BASIS. RESUB Feb 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT d...sh wTM 5701 SOUTH SANTA RE DRIVE LITTLETON, CO 80120 Oc CAMP+ ASSOCIATES 19515 N. CREEK PKWY, SUITE 220 BOTHELL, WA 98011 PHONE: (425) 740-6392 W W W.CAMPASSOC.COM L -� ro 140555 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: JAC I JAC EJC REDS REV #: 1 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 2/8/2024 REVISED SA & DRAWINGS A 1/31/2024 ADDED EUVATION NOTE A 1/23/2024 REVISED EQUIPMENT LOCATION A 11/08/2023 ISSUED FOR FINAL A 6/30/2023 ISSUED FOR REVIEW A 8/3/2023 ISSUED FOR PRELIM REVIEW A 8/8/2023 1 ISSUED FOR REVIEW A&E PROJECT NUMBER SESEA00180C DISH Wireless L.L.C. PROJECT INFORMATION SESEA00180C 10032 EDMONDS WAY EDMONDS, WA 98020 SHEET TITLE GENERAL NOTES SHEET NUMBER GN-3.0 DISH Wireless L.L.C. TEMPLATE VERSION 48 - 2/21/2022 CONCRETE FOUNDATIONS AND REINFORCING STEEL: 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM A185 AND THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST -IN -PLACE CONCRETE. 2. UNLESS NOTED OTHERWISE, SOIL BEARING PRESSURE USED FOR DESIGN OF SLABS AND FOUNDATIONS IS ASSUMED TO BE 1000 psf. 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 3000 psi AT 28 DAYS, UNLESS NOTED OTHERWISE. NO MORE THAN 90 MINUTES SHALL ELAPSE FROM BATCH TIME TO TIME OF PLACEMENT UNLESS APPROVED BY THE ENGINEER OF RECORD. TEMPERATURE OF CONCRETE SHALL NOT EXCEED 90°f AT TIME OF PLACEMENT. 4. CONCRETE EXPOSED TO FREEZE -THAW CYCLES SHALL CONTAIN AIR ENTRAINING ADMIXTURES. AMOUNT OF AIR ENTRAINMENT TO BE BASED ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USED TO BE TYPE II PORTLAND CEMENT WITH A MAXIMUM WATER -TO -CEMENT RATIO (W/C) OF 0.45. 5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185. ALL SPLICES SHALL BE CLASS "B" TENSION SPLICES, UNLESS NOTED OTHERWISE. ALL HOOKS SHALL BE STANDARD 90 DEGREE HOOKS, UNLESS NOTED OTHERWISE. YIELD STRENGTH (Fy) OF STANDARD DEFORMED BARS ARE AS FOLLOWS: #4 BARS AND SMALLER 40 ksi #5 BARS AND LARGER 60 ksi 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: • CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" • CONCRETE EXPOSED TO EARTH OR WEATHER: • #6 BARS AND LARGER 2" • #5 BARS AND SMALLER 1-1/2" • CONCRETE NOT EXPOSED TO EARTH OR WEATHER: • SLAB AND WALLS 3/4" • BEAMS AND COLUMNS 1-1/2" 7. A TOOLED EDGE OR A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED OTHERWISE, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. ELECTRICAL INSTALLATION NOTES: 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES/ORDINANCES. 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED AND TRIP HAZARDS ARE ELIMINATED. 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. 4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REQUIREMENT OF THE NATIONAL ELECTRICAL CODE. 4.2. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 22,000 AIC MINIMUM. VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PRE THE GOVERNING JURISDICTION. 5. EACH END OF EVERY POWER PHASE CONDUCTOR, GROUNDING CONDUCTOR, AND TELCO CONDUCTOR OR CABLE SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2" PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA. 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (i.e. PANEL BOARD AND CIRCUIT ID'S). 7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. 8. TIE WRAPS ARE NOT ALLOWED. 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR (#14 OR LARGER) WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (#6 OR LARGER) WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 11. POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI -CONDUCTOR, TYPE SCOW CORD (#14 OR LARGER) UNLESS OTHERWISE SPECIFIED. 12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI -CONDUCTOR, TYPE TC CABLE (#14 OR LARGER), WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP -STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75° C (90° C IF AVAILABLE). 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND NEC. 15. ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT (RMC) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 16. ELECTRICAL METALLIC TUBING (EMT) OR METAL -CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90s AND ALL APPROVED ABOVE GRADE PVC CONDUIT. 18. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE LOCATION USED. SET SCREW FITTINGS ARE NOT ACCEPTABLE. 20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND THE NEC. 21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS (WIREMOLD SPECMATE WIREWAY). 22. SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER (PANDUIT TYPE E OR EQUAL). 23. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON -PERFORATED STRAPS AND HANGERS. EXPLOSIVE DEVICES (i.e. POWDER -ACTUATED) FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. 24. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY -COATED SHEET STEEL. SHALL MEET OR EXCEED UL 50 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND NEMA 3 (OR BETTER) FOR EXTERIOR LOCATIONS. 25. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY -COATED OR NON -CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. 26. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2 (NEWEST REVISION) AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. 27. THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR DISH Wireless L.L.C. AND TOWER OWNER BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 28. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. 29. INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW 'DISH Wireless L.L.C.". 30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. RESUB Feb 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ...sh- 57011 SOUTH SANTA RE DRIVE LITTLETON, CO 80120 Oc CAMP+ ASSOCIATES 19515 N. CREEK PKWY, SUITE 220 BOTHELL, WA 98011 PHONE: (425) 740-6392 W W W.CAMPASSOC.COM 0 �d ® 40555 ONAL IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: JAC I JAC I EJC RFDS REV #: 1 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 2/8/2024 REVISED SA & DRAWINGS A 1/31/2024 ADDED EUVATION NOTE A 1/23/2024 REVISED EQUIPMENT LOCATION A 11/08/2023 ISSUED FOR FINAL A 6/30/2023 ISSUED FOR REVIEW A 8/3/2023 ISSUED FOR PRELIM REVIEW A 8/8/2023 1 ISSUED FOR REVIEW A&E PROJECT NUMBER SESEA00180C DISH Wireless L.L.C. PROJECT INFORMATION SESEA00180C 10032 EDMONDS WAY EDMONDS, WA 98020 SHEET TITLE GENERAL NOTES SHEET NUMBER GN-4.0 DISH Wireless L.L.C. TEMPLATE VERSION 48 - 2/21/2022 elY•Imul�►[e��[•]1x 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND AC POWER GES'S) SHALL BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 2. THE CONTRACTOR SHALL PERFORM IEEE FALL —OF —POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR GROUND ELECTRODE SYSTEMS, THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE TESTING RESULTS. 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH #6 COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. 6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, #6 STRANDED COPPER OR LARGER FOR INDOOR BTS; #2 BARE SOLID TINNED COPPER FOR OUTDOOR BTS. 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE OF THE GROUND BUS ARE PERMITTED. 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE #2 SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED. 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. 15. APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. 17. MISCELLANEOUS ELECTRICAL AND NON —ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 18. BOND ALL METALLIC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH (1) #2 BARE SOLID TINNED COPPER GROUND CONDUCTOR. 19. GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON—METALLIC MATERIAL SUCH AS PVC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (i.e., NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 BARE SOLID TINNED COPPER IN 3/4" NON—METALLIC, FLEXIBLE CONDUIT FROM 24" BELOW GRADE TO WITHIN 3" TO 6" OF CAD —WELD TERMINATION POINT. THE EXPOSED END OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). 21. BUILDINGS WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS GROUNDING RING, TO THE EXISTING GROUNDING SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY). DO NOT ATTACH GROUNDING TO FIRE SPRINKLER SYSTEM PIPES. RESUB Feb 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT d 14OF w ..sh 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 Oc CAMP+ ASSOCIATES 19515 N. CREEK PKWY, SUITE 220 BOTHELL, WA 98011 PHONE: (425) 740-6392 W W W.CAM PASSOC.COM L -� 0 :er �d ® 40555 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: JAC I JAC EJC REDS REV #: 1 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 2/8/2024 REVISED SA & DRAWINGS A 1/31/2024 ADDED EUVATION NOTE A 1/23/2024 REVISED EQUIPMENT LOCATION A 11/08/2023 ISSUED FOR FINAL A 6/30/2023 ISSUED FOR REVIEW A 8/3/2023 ISSUED FOR PRELIM REVIEW A 8/8/2023 1 ISSUED FOR REVIEW A&E PROJECT NUMBER SESEA00180C DISH Wireless L.L.C. PROJECT INFORMATION SESEA00180C 10032 EDMONDS WAY EDMONDS, WA 98020 SHEET TITLE GENERAL NOTES SHEET NUMBER GN-5.0 DISH Wireless L.L.C. TEMPLATE VERSION 48 — 2/21/2022