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APPROVED PLN BLD BLD2022-0164+Architectural_Plan+2.7.2022_2.28.57_PM+2666460City Of Edmonds Building Department AT&T SITE AT&T SITE NUMBER. -- NAME: AT&T FA CODE: AT&T PACE SITE TYPE: NUMBER: SN99 EDMONDS 10063000 ESPERANCE MRWOR053171 / MRWOR053162 / MRWOR053041 MONOPOLE PROJECT: 5G NR 1 SP SITE INFORMATION CROWN CASTLE USA INC. SITE NAME: SITE ADDRESS: COUNTY: MAP/PARCEL#: AREA OF CONSTRUCTION: LATITUDE: LONGITUDE: LAT/LONG TYPE: CURRENT ZONING: JURISDICTION: OCCUPANCY CLASSIFICATION: TYPE OF CONSTRUCTION: A.D.A. COMPLIANCE: PROPERTY OWNER: TOWER OWNER: CARRIER APPLICANT: EDMONDS ESPERANCE 22510 76TH AVENUE WEST EDMONDS, WA 98026 SNOHOMISH 270430-004-032-00 EXISTING 47° 47' 39.33" (47.7943) —122° 20' 1 1.29" (-122.3365) (NAD 83) CG CITY OF EDMONDS U IIB FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION PUBLIC STORAGE 701 WESTERN AVENUE GLENDALE, CA 91201 CROWN CASTLE USA Inc 2000 CORPORATE DRIVE CANONSBURG, PA 15317 AT&T TOWER ASSET GROUP 19801 SW 72ND AVENUE TUALATIN, OR 97062 PROJECT TEAM A&E FIRM: P. MARSHALL & ASSOCIATES 1000 HOLCOMB WOODS PKWY STE. 210 ROSWELL, GA 30076 PATRICK W MARSHALL, P.E. 678-280-2325 CROWN CASTLE USA 1505 WESTLAKE AVENUE NORTH, SUITE 800 INC. DISTRICT: SEATTLE, WA 98109 CONTACTS: JASON GIBSON — PROJECT MANAGER (615) 771-4313 CLINTON GRIFFETH — CONSTRUCTION MANAGER ROBERT FOREST — A&E SPECIALIST (917) 924-7092 AT&T CONTACT: TIM DOLLOWITCH 19801 SW 72ND AVENUE TUALATIN, OR 97062 (503) 569-7818 tim.dollowitch@caerusconsulting.net DRAWING INDEX n77/3BU SHEET # SHEET DESCRIPTION T-1 TITLE SHEET & PROJECT INFORMATION T-2 GENERAL NOTES C-1.1 OVERALL SITE PLAN C-1.2 EXISTING & FINAL EQUIPMENT PLANS C-2 EXISTING & FINAL ELEVATIONS C-3 EXISTING & FINAL ANTENNA PLANS C-4 FINAL ANTENNA & CABLE SCHEDULE C-5 ELECTRICAL WIRING DIAGRAM C-6 EQUIPMENT DETAILS C-7 EQUIPMENT DETAILS C-8 EQUIPMENT DETAILS C-9 RACK BRACING/ANCHOR DETAIL (OPTION B) C-10 RACK BRACING/ANCHOR DETAIL (OPTION B) C-11 BATTERY SPECIFICATIONS C-12 BATTERY SPECIFICATIONS G-1 GROUNDING SCHEMATIC G-2 GROUNDING DETAILS ATTACHED PLUMBING DIAGRAM ATTACHED MOUNT MOD DESIGN DRAWINGS (BY OTHERS) PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS TO PROPOSE AN ANTENNA MODIFICATION ON AN EXISTING WIRELESS SITE. TOWER SCOPE OF WORK Both LTE & NR must be on the same CPRI Rate7. 1 st LTE CPRI should be SFP7 (NEQ.20022) on both Radio and ABIA sides for AirScale RRH (AHLBA, AHLBBA, AHFIB, AHCA, AHNA) and SFP7 (CEQ.16446 or NEQ.20022) on both Radio and ABIA sides for ALU radios (UHFA, UHIE). The 2nd 5G CPRI should be SFP7 (NEQ.20022/NEQ.53020) on both Radio and ABIL/ABIO sides for Airscale and ALU radios. Add 2nd CPRI connection for all bands/radio that is missing. n77 Band requires (2) CPRI connections (CEQ.24407) on both Radio and ABIO sides. Contractor to maintain RRH to back of antenna clearance and 1314/1329 & n77 antenna separation per latest AT&T guidelines. • REMOVE (9) ANTENNAS • REMOVE (5) TMAs • INSTALL (6) ANTENNAS • INSTALL 2nd FIBER JUMPER FOR EXISTING B25 & B66 RRH • MODIFY MOUNT GROUND SCOPE OF WORK • REMOVE BATTERIES & RACKS • REMOVE +24V DC POWER PLANT • REMOVE POWER EQUIPMENT FROM EXISTING CONVERTER SHELF, REMOVE CONVERTER SHELF; TRANSFER LOADS TO NEW POWER PLANT • INSTALL —48V EMERSON NETSURE 721 DC PLANT W/ (10) RECTIFIERS & (2) CONVERTER MODULES • INSTALL BATTERY RACK W/ (5) —48V STRINGS • UTILIZE EXISTING (1) ASIA AND (3) ABIA CARDS ON THE C1 SIDE FOR LTE. REMOVE EXISTING (1) ASIK AND (1) ABIL CARDS ON THE C2 SIDE. ADD (1) ASIL AND (2) ABIO CARDS TO THE C2 SIDE FOR 5G 850/1900/AWS, 5G C n77 APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE BUSINESS UNIT SITE ADDRESS: COUNTY: JURISDICTION-. Address TH AVE W ❑ CELLULAR Owner -------------------- AT❑T----------� Approved Date 2/22/2022 -------------------------- Building Official: W. X vfiiaAc ---- ----- Permit Number BLD2022 C 01 1111 APPROVED BY PLANNING Mar 02 2022 TWR/FAA APPROVED Expansion/CPR 842250 OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES 22510 76TH AVENUE WEST EDMONDS, WA 98026 SNOHOMISH CITY OF EDMONDS HGT-. I 50.0'/Not Cable APPLICABLE CODES/REFERENCE DOCUMENTS 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 MECHANICAL 2018 IMC ELECTRICAL 2020 NEC NOTE: PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE CROWN NOC AT (800) 788-7011 & CROWN CONSTRUCTION MANAGER Listed REFERENCE DOCUMENTS: REDS ID: 4303513 APPLICATION ID: 565153 MOUNT ANALYSIS BY: KIMLEY HORN DATED: 8/23/21 MOUNT MOD DESIGN DRAWINGS BY: KIMLEY HORN DATED: 8/23/21 CALL WASHINGTON ONE CALL (800)424-5555 CALL 3 WORKING DAYS BEFORE YOU DIG! 0 �D QJ4CROWN t... CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 P� O P. MARSHALL &ASSOCIATES SN99 BU #: 842250 EDMONDS ESPERANCE 22510 76TH AVENUE WEST EDMONDS, WA 98026 REV DATE DESCRIPTION A 10/7/21 PRELIMS 0 1/28/22 FOR CONSTRUCTION RECEIVED 2/10/2022 CITY OF EDMONDS SERVICES DEPARTMENT DESIGNED: JLB G� w �o�w;�kLyah DRAWN: JLB \�o CHECKED: PWM 55949 c% J O B 01/29/2022 21 CCA06M-0056 UBI NUMBER: 604-106-184 TITLE SHEET & PROJECT INFORMATION Tml CROWN CASTLE USA INC. SITE ACTIVITY REQUIREMENTS: GENERAL NOTES: 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: 1. NOTICE TO PROCEED- NO WORK SHALL COMMENCE PRIOR TO CROWN CASTLE USA INC. WRITTEN NOTICE TO PROCEED (NTP) CONTRACTOR: GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE CROWN CARRIER: AT&T CASTLE USA INC. NOC AT 800-788-7011 & THE CROWN CASTLE USA INC. CONSTRUCTION MANAGER. TOWER OWNER: CROWN CASTLE USA INC. 2. "LOOK UP" - CROWN CASTLE USA INC. SAFETY CLIMB REQUIREMENT: 2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY EXERCISED UNDER THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. IT IS ASSUMED THAT THE WORK DEPICTED WILL BE STAGES OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION, MOUNT REINFORCEMENTS, AND/OR EQUIPMENT PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKPEOPLE WHO HAVE A WORKING KNOWLEDGE OF THE APPLICABLE CODE INSTALLATIONS SHALL NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF THE SAFETY CLIMB OR ANY COMPONENTS OF STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITION OR ELEMENT IS (OR THE CLIMBING FACILITY ON THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: PINCHING OF THE WIRE ROPE, CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR BENDING OF THE WIRE ROPE FROM ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH MAY MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. CAUSE FRICTIONAL WEAR, IMPACT TO THE ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS INTENDED USE. ANY 3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHODS OF CONSTRUCTION. THE COMPROMISED SAFETY CLIMB, INCLUDING EXISTING CONDITIONS MUST BE TAGGED OUT AND REPORTED TO YOUR CROWN CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS METHODS TECHNIQUES, Q SEQUENCES,AND PROCEDURES. CASTLE USA INC. POC OR CALL THE NOC TO GENERATE A SAFETY CLIMB MAINTENANCE AND CONTRACTOR NOTICE TICKET. 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 3. PRIOR TO THE START OF CONSTRUCTION ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED. THIS INCLUDES BUT Q REPRESENTATIVE WILL NOT INCLUDE INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL OBSERVATION OF THE FINISHED STRUCTURE IS NOT LIMITED TO, BUILDING, ELECTRICAL, MECHANICAL, FIRE, FLOOD ZONE, ENVIRONMENTAL, AND ZONING. AFTER ONSITE ONLY. ACTIVITIES AND CONSTRUCTION ARE COMPLETED, ALL REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING 4. NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO TO LOCAL JURISDICTIONAL REQUIREMENTS. DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND/OR AS PROVIDED FOR IN THE CONTRACT 4. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING PLANS, CLIMBING DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES, AND SPECIFICATIONS, THE GREATER, MORE STRICT PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION REQUIREMENTS, SHALL GOVERN. IF FURTHER CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF RECORD. OF THE WORK CONTAINED HEREIN, AND SHALL MEET ANSI/ASSE A10.48 (LATEST EDITION); FEDERAL, STATE, AND LOCAL 5. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO ASSIST IN THE REGULATIONS; AND ANY APPLICABLE INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING FABRICATION AND/OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD PERFORMED. ALL RIGGING PLANS SHALL ADHERE TO ANSI/ASSE A10.48 (LATEST EDITION) AND CROWN CASTLE USA INC. VERIFY THE DIMENSIONS, MEASUREMENTS, AND/OR CLEARANCES SHOWN IN THE CONSTRUCTION DRAWINGS PRIOR TO FABRICATION OR STANDARD CED-STD-10253 INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS IV Q CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. IF IT IS DETERMINED THAT THERE ARE DISCREPANCIES AND/OR CONFLICTS CONSTRUCTION, TO CERTIFY THE SUPPORTING STRUCTURE(S) IN ACCORDANCE WITH ANSI/TIA-322 (LATEST EDITION). WITH THE CONSTRUCTION DRAWINGS THE ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS POSSIBLE. 5. ALL SITE WORK TO COMPLY WITH QAS-STD-10068 "INSTALLATION STANDARDS FOR CONSTRUCTION ACTIVITIES ON CROWN 6. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS CASTLE USA INC. TOWER SITE" AND LATEST VERSION OF ANSI/TIA-1019-A-2012 "STANDARD FOR INSTALLATION, ALTERATION, AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS." BE BROUGHT TO THE ATTENTION OF CROWN CASTLE. 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND AN ALTERNATIVE INSTALLATION FOR APPROVAL BY CROWN CASTLE USA INC. PRIOR TO PROCEEDING WITH ANY SUCH CHANGE ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND OF INSTALLATION. 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 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS REGULATIONS. AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, 8. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL 9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. SPECIFICALLY STATED OTHERWISE. 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS 10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN UNLESS SPECIFICALLY STATED OTHERWISE. ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CARRIER AND CROWN CASTLE PRIOR TO PROCEEDING WITH ANY SUCH CHANGE OF 9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. INSTALLATION. 10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE 11. CONTRACTOR IS TO PERFORM A SITE INVESTIGATION AND IS TO DETERMINE THE BEST ROUTING OF ALL CONDUITS FOR POWER, AND TELCO PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS AND FOR GROUNDING CABLES AS SHOWN IN THE POWER, TELCO, AND GROUNDING PLAN DRAWINGS. DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF CROWN CASTLE USA INC. BUT NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E) 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED CONSTRUCTION SAFETY PROCEDURES. FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 11. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND PROJECT SPECIFICATIONS, LATEST 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY BASIS. 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 CONTRACTOR, TOWER OWNER, CROWN CASTLE USA INC., AND/OR LOCAL UTILITIES. 14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE CONCRETE, FOUNDATIONS, AND REINFORCING STEEL: 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. 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM A185 AND THE DESIGN AND 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE CONSTRUCTION SPECIFICATION FOR CAST -IN -PLACE CONCRETE. APPLICATION. 2. UNLESS NOTED OTHERWISE, SOIL BEARING PRESSURE USED FOR DESIGN OF SLABS AND FOUNDATIONS IS ASSUMED TO BE 1000 psf. 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 3000 psi AT 28 DAYS, UNLESS NOTED OTHERWISE. NO MORE DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE THAN 90 MINUTES SHALL ELAPSE FROM BATCH TIME TO TIME OF PLACEMENT UNLESS APPROVED BY THE ENGINEER OF RECORD. CONSTRUCTION DRAWINGS AND/OR PROJECT SPECIFICATIONS. TEMPERATURE OF CONCRETE SHALL NOT EXCEED 90°f AT TIME OF PLACEMENT. 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF 4. CONCRETE EXPOSED TO FREEZE -THAW CYCLES SHALL CONTAIN AIR ENTRAINING ADMIXTURES. AMOUNT OF AIR ENTRAINMENT TO BE BASED REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USED TO BE TYPE II PORTLAND CEMENT WITH A MAXIMUM CONTROL. WATER -TO -CEMENT RATIO (W/C) OF 0.45. 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY 5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185. ALL SPLICES DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. SHALL BE CLASS "B" TENSION SPLICES, UNLESS NOTED OTHERWISE. ALL HOOKS SHALL BE STANDARD 90 DEGREE HOOKS, UNLESS NOTED 20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER OTHERWISE. YIELD STRENGTH (Fy) OF STANDARD DEFORMED BARS ARE AS FOLLOWS: ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED #4 BARS AND SMALLER 40 ksi LOCATION. #5 BARS AND LARGER 60 ksi 21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: BASIS. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" 22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT CONCRETE EXPOSED TO EARTH OR WEATHER: BE PLACED IN ANY FILL OR EMBANKMENT. #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. GREENFIELD GROUNDING NOTES: 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-POTENTAL 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). 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. VERYIFY 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. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. 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 SOOW 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 3R (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 CROWN CASTLE USA INC. 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 "AT&T" 30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. CONDUCTOR COLOR CODE SYSTEM CONDUCTOR COLOR 120/240V, 10 A PHASE BLACK B PHASE RED NEUTRAL WHITE GROUND GREEN 120/208V, 30 A PHASE BLACK B PHASE RED C PHASE BLUE NEUTRAL WHITE GROUND GREEN 277/480V, 30 A PHASE BROWN B PHASE ORANGE OR PURPLE C PHASE YELLOW NEUTRAL GREY GROUND GREEN DC VOLTAGE POS (+) RED** NEG (-) BLACK** * SEE NEC 210.5(C)(1) AND (2) ** POLARITY MARKED AT TERMINATION ABBREVIATIONS: ANT ANTENNA (E) EXISTING FIF FACILITY INTERFACE FRAME GEN GENERATOR GPS GLOBAL POSITIONING SYSTEM GSM GLOBAL SYSTEM FOR MOBILE LTE LONG TERM EVOLUTION MGB MASTER GROUND BAR MW MICROWAVE (N) NEW NEC NATIONAL ELECTRIC CODE (P) PROPOSED PP POWER PLANT QTY QUANTITY RECT RECTIFIER RBS RADIO BASE STATION RET REMOTE ELECTRIC TILT RFDS RADIO FREQUENCY DATA SHEET RRH REMOTE RADIO HEAD RRU REMOTE RADIO UNIT SIAD SMART INTEGRATED DEVICE TMA TOWER MOUNTED AMPLIFIER TYP TYPICAL UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM W.P. WORK POINT APWA UNIFORM COLOR CODE: WHITE PROPOSED EXCAVATION TEMPORARY SURVEY MARKINGS ELECTRIC POWER LINES, CABLES, CONDUIT, AND LIGHTING CABLES YELLOW GAS OIL, STEAM, PETROLEUM, OR GASEOUS MATERIALS COMMUNICATION, ALARM OR SIGNAL LINES, CABLES, OR CONDUIT AND TRAFFIC LOOPS POTABLE WATER RECLAIMED WATER, IRRIGATION, AND SLURRY LINES SEWERS AND DRAIN LINES AT&T QjCROWN %. CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 D 0 O P. MARSHALL &ASSOCIATES SN99 BU �: 842250 EDMONDS ESPERANCE 22510 76TH AVENUE WEST EDMONDS, WA 98026 REV I DATE I DESCRIPTION A 1 10/7/21 I PRELIMS 0 1 1/28/22 I FOR CONSTRUCTION RECEIVED 2/10/2022 CITY OF EDMONDS SERVICES DEPARTMENT DESIGNED: JLB G W"o DRAWN: JLB .a GISTEn" .�' ssj�NAL�Cs 01 /29/2022 UBI NUMBER: 604-106-184 CHECKED: PWM JOB #: 21 CCA06M-0056 GENERAL NOTES Tm2 W N S E 225T H PLACE SW F- APN: 00527800003000 ZONING: CG r APN: 00408000201000 ZONING R 8400 ABUTTERS PROPERTY LINE (TYP.) Lu z w APN: 00408000200100 ZONING R 8400 APPROXIMATE LOCATION OF PROPERTY LINE SUBJECT PARCEL: 27043000403200 ZONING: CG EXISTING SITE LOCATION - SEE SHEEP C-1.2 FOR DETAILS APN: 00408000101000 ZONING: R-8400 EXISTING STORAGE BUILDING (TYP.) APPROXIMATE LOCATION OF PROPERTY LINE APN: 27043000403500 ZONING: CG OVERALL SITE PLAN IIIIII iiiWWWOi 1 1 1 1 1 11 1 APN: 00408000100100 ZONING: PCB APN: 27043000403100 ZONING: PCB 195 Lu w Q 2 0 SITE PLAN DISCLAIMER: PROPERTY LINES AND STRUCTURES HAVE BEEN DIGITIZED FROM JURISDICTIONAL GIS. CROWN CASTLE USA INC. HAS NOT COMPLETED A SITE SURVEY AND THEREFORE MAKES NO CLAIMS AS TO THE ACCURACY OF INFORMATION DEPICTED ON THIS SHEET. AT&T CROWN CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 D � O P. MARSHALL &ASSOCIATES SN99 BU #: EDMONDS 22510 76TH EDMONDS, REVI DATE A 10/7/21 842250 ESPERANCE AVENUE WEST WA 98026 DESCRIPTION PRELIMS 0 1/28/22 FOR CONSTRUCTION RECEIVED 2/10/2022 CITY OF EDMONDS SERVICES DEPARTMENT DESIGNED: JLB WZ �A� _ DRAWN: JLB 55 �d¢o GISTE�" 617 ssj�NALE� 01 /29/2022 UBI NUMBER: 604-106-184 CHECKED: PWM JOB #: 21 CCA06M-0056 OVERALL SITE PLAN CA A REMOVE POWER EQUIPMENT FROM EXISTING CONVERTER SHELF, REMOVE CONVERTER SHELF; TRANSFER LOADS TO NEW POWER PLANT EXISTING AT&T 9'-0" x 19'—O" SHELTER NOTE: EQUIPMENT LAYOUT SHOWN IS BASED ON THE PREVIOUS CONSTRUCTION DRAWINGS DONE BY CROWN CASTLE DATED 12/17/19 AS WELL AS MOST RECENT AUDIT PHOTOS AND MEASUREMENTS. IF EQUIPMENT LAYOUT DIFFERS FROM WHAT IS SHOWN, CONTRACTOR TO CONTACT THE CONSTRUCTION MANAGER. EXISTING FSM4 (AMIA) — UTILIZE EXISTING (1) ASIA AND (3) ABIA CARDS ON THE Cl SIDE FOR LTE. REMOVE EXISTING (1) ASIK AND (1) ABIL CARDS ON THE C2 SIDE. ADD (1) ASIL AND (2) ABIO CARDS TO THE C2 SIDE FOR 5G 850/1900/AWS, 5G C n77 EXISTING AT&T 9'-0" x 19'-0" SHELTER EXISTING RACK W/ SIAD, CIENA, (1) RAYCAP DC12, (2) RAYCAP DC6, CONVERTER SYSTEM, FSM4(AMIA) & RACK MOUNTED SLACK TRAY AT&T HVAC TELCO AC PANEL FIBER EXIS LXI TI CROWN BOARD I IN BATTERY BATTERY CASTLE RAC LREMOVED REMOVED EXISTING AT&T FEEDLINES 1505 WESTLAKE AVENUE NORTH, SUITE 800 — (20) 7/8 COAX CABLES SEATTLE, WA 98109 — (6) #8 AWG DC TRUNKS — (2) FIBER TRUNK DOOR — (1) RET EXISTING CABLE O LADDER (TYP.) EXISTING AT&T ICE BRIDGE (+/-6'-0") pTV EXISTING EXISTING EXISTING EXISTING P. MARSHALL & ASSOCIATES NOKIA NOKIA NOKIA GSM NOKIA GSM EXISTING EXISTING UMTS UMTS CABINET CABINET EQUIPMENT EXISTING BATTERY CABINET CABINET +24V DC RACK TO BE REMOVED EXISTING +24V DC POWER PLANT TO BE REMOVED EXISTING RACK W/ SIAD, DC12, (2) RAYCAP DC6, MOUNTED SLACK TRAY EXISTING EXISTING NOKIA NOKIA UMTS UMTS CABINET CABINET HVAC EXISTING NOKIA GSM CABINET TELCO BOARD CIENA, (1) RAYCAP FS M 4 (AM IA) & RACK EXISTING NOKIA GSM CABINET AC PANEL I I FIBER EXISTING EQUIPMENT PROPOSED —48V EMERSON NETSURE 721 DC PLANT W/ (10) RECTIFIERS & (2) CONVERTER MODULES FINAL EQ 11P I P 91ENT PLAN ii 111 1 1 1 EXISTING CABLE LADDER (TYP.) PROPOSED ATTERY RA( / (5) 180, —STRINGS- 7=' EXISTING \ COAX PORT EXISTING \ COAX PORT SN99 BU #: EDMONDS 22510 76TH EDMONDS, REVI DATE 842250 ESPERANCE AVENUE WEST WA 98026 DESCRIPTION A 1 10/7/21 I PRELIMS 0 1 1/28/22 I FOR CONSTRUCTION RECEIVED 2/10/2022 EXISTING AT&T FEEDLINES CITY OF EDMONDS — (20) 7/8" COAX CABLES SERVICES DEPARTMENT — (6) #8 AWG DC TRUNKS — (2) FIBER TRUNK — (1) RET EXISTING AT&T ICE BRIDGE (+/-6'-0") INSTALLER NOTE: CROWN CASTLE HAS BEEN INFORMED BY THE CARRIER THAT THE REMOVAL OF THE EXISTING EQUIPMENT AND REPLACEMENT WITH NEW EQUIPMENT WILL NOT INVOLVE ANY MODIFICATION OR UPGRADES TO THE EXISTING AC ELECTRICAL SYSTEM AND THAT THE PROPOSED EQUIPMENT WILL UTILIZE THE SAME BREAKER, WIRE, AND CONDUIT THAT WAS USED FOR THE EQUIPMENT BEING REPLACED. THE CONTRACTOR IS TO NOTIFY THE ENGINEER OF RECORD IF ANY ELECTRICAL MODIFICATIONS TO THE EXISTING AC ELECTRICAL SYSTEM ARE NECESSARY FOR THE REQUESTED WORK TO BE PERFORMED. DESIGNED: JLB WZ OVZ _ I DRAWN: JLB CHECKED: PWM �jGISTEn" JOB #: GNAL� 01/29/2022 21 CCA06M-0056 EXISTING &FINAL EQUIPMENT PLANS Cml m2 NinTF-c- 1. CONTRACTOR TO VERIFY ALL ANTENNA TIP HEIGHTS DO NOT EXCEED BEACON BASE HEIGHT. DVICTINI(`_ ATQ.T F-nIIIDNAF-FIT TO REMAIN MOUNT ANALYSIS NOTES: F RAYCAP SQUID 1. THE DESIGN DEPICTED IN THESE DRAWINGS IS VALID WHEN ACCOMPANIED BY A CORRESPONDING PASSING MOUNT ANALYSIS. r TO BE REMOVED 2. CONSTRUCTION MANAGER / GENERAL CONTRACTOR SHALL H-1 D65C ANTENNAS REVIEW THE MOUNT ANALYSIS FOR ANY CONDITIONS PRIOR 5 ANTENNAS TO INSTALLATION. 3. ANY REQUIRED MOUNT MODIFICATION DESIGN OR MOUNT 19RO10-02—L ANTENNAS REPLACEMENT SHALL BE APPROVED BY EOR. 401 TMA's -08BP1 11-001 TMA's I EXISTING WEST ELEVATION NOT TO SCALE DVICTINIr ATQ,T Cnl IIDAAE-NIT TO REMAIN FINAL_ WEST ELEVATION NOT TO SCALE �F RAYCAP SQUID NSTALLED ULBULBHH-7617-17-21-21 ANTENNAS NAS MOUNT TO BE UPGRADED/MODIFIED 3 STABILIZER KIT TO EXISTING MOUNT ,ATION DESIGN DRAWINGS (BY OTHERS) I AT&T QJ4CROWN CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 P. LFDN-'00�- MARSHALL &ASSOCIATES SN99 BU #: EDMONDS 22510 76TH EDMONDS, REVI DATE A 1 10/7/21 842250 ESPERANCE AVENUE WEST WA 98026 DESCRIPTION PRELIMS 0 1 1/28/22 I FOR CONSTRUCTION RECEIVED 2/10/2022 CITY OF EDMONDS SERVICES DEPARTMENT DESIGNED: JLB WZ OVZ _ I DRAWN: JLB rd GISTEn" .�' ssj�NAL�Cs 01 /29/2022 UBI NUMBER: 604-106-184 CHECKED: PWM JOB #: 21 CCA06M-0056 EXISTING & FINAL ELEVATIONS Cm2 EXISTING AT&T ANTENNAS TO BE REMOVED TENXC WIRELESS BSA—M65-19R0010-02—L (TOTAL OF 1, 1 PER GAMMA SECTOR) J10 1 I G1 EXISTING PLATFORM MOUNT TO REMAIN B4 EXISTING AT&T RRH TO REMAIN NOKIA B25 RRH4X30-4R (TOTAL OF 3, 1 PER SECTOR) �jj , B3 �� 260• EXISTING AT&T RAYCAP DC6-48-60-18-8F TO REMAIN (TOTAL OF 3, 1 PER SECTOR) EXISTING AT&T ANTENNAS TO BE REMOVED vM�si B2 KATHREIN 742-265 , (TOTAL OF 2, 1 PER ALPHA & BETA SECTORS) 25� EXISTING AT&T RRH TO REMAIN NOKIA 4T4R B5 AHCA ��E� B1 (TOTAL OF 3, 1 PER SECTOR) EXISTING AT&T RRH TO REMAIN NOKIA RRH4X25—WCS-4R (TOTAL OF 3, 1 PER SECTOR) PROPOSED 2nd FIBER JUMPER CONNECTION FOR EXISTING B66 RRH (TOTAL OF 3, 1 PER SECTOR) PROPOSED 2nd FIBER JUMPER CONNECTION FOR EXISTING B25 RRH (TOTAL OF 3, 1 PER SECTOR) PROPOSED AT&T ANTENNAS CELLMAX CMA—UBTULBULBHH-6517-17-21-21 (TOTAL OF 3, 1 PER SECTOR) B4 -ddi-- ^ hoe EXISTING AT&T RRH TO REMAIN — NOKIA 4T4R B12/14 AHLBA (TOTAL OF 3, 1 PER SECTOR) EXISTING AT&T RRH TO REMAIN NOKIA RRH4X25—WCS-4R (TOTAL OF 3, 1 PER SECTOR) 5G--� B2 PROPOSED AT&T ANTENNAS NOKIA AEQK (TOTAL OF 3, 1 PER SECTOR) EXISTING AT&T RAYCAP DC6-48-60-18-8F TO REMAIN (TOTAL OF 3, 1 PER SECTOR) EXISTING AT&T TMAs TO BE REMOVED COMMSCOPE 719-08BP1 1 1-001 (TOTAL OF 1, 1 PER GAMMA SECTOR) I� �I `_ J10 J10 I I EXISTING AT&T ANTENNAS TO REMAIN G2 G3 G4 COMMSCOPE NNH4-65D—R6 (TOTAL OF 3, 1 PER SECTOR) o ° oe e a vo ° Al I 2p EXISTING AT&T TMAs TO BE REMOVED A2 POWERWAVE LGP21401 (TOTAL OF 4, 2 PER ALPHA & BETA SECTORS) A3 EXISTING AT&T RRH TO REMAIN NOKIA 4T4R B12/14 AHLBA 72�, (TOTAL OF 3, 1 PER SECTOR) A4 EXISTING AT&T ANTENNAS TO BE REMOVED COMMSCOPE SBNHH-1 D65C I (TOTAL OF 6, 2 PER SECTOR) 2p EXISTING AT&T RRH TO REMAIN NOKIA B66A RRH4X45-4R N (TOTAL OF 3, 1 PER SECTOR) EXISTING ANTENNA PLAN 1 "=3'—O" (FULL SIZE) 3' 1.5' 0 3' 1 "=6'—O" (l l x 17) �AE- ®� 260' EXISTING PLATFORM MOUNT TO REMAIN Al 1 EXISTING AT&T RRH TO REMAIN NOKIA B25 RRH4X30-4R (TOTAL OF 3, 1 PER SECTOR) EXISTING AT&T RRH TO REMAIN A2\ NOKIA B66A RRH4X45-4R SC (TOTAL OF 3, 1 PER SECTOR) EXISTING AT&T RRH TO REMAIN NOKIA 4T4R B5 AHCA (TOTAL OF 3, 1 PER SECTOR) EXISTING AT&T ANTENNAS TO REMAIN COMMSCOPE NNH4-65D—R6 (TOTAL OF 3, 1 PER SECTOR) EXISTING AT&T PLATFORM MOUNT TO BE UPGRADED/MODIFIED PER THE MOUNT ANALYSIS • INSTALL PROPOSED STABILIZER KIT TO EXISTING MOUNT • SEE MOUNT MODIFICATION DESIGN DRAWINGS (BY OTHERS) _l FINAL ANTENNA PLAN AT&T QjCROWN q,,, CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 p 0 O P. MARSHALL &ASSOCIATES SN99 BU #: EDMONDS 22510 76TH EDMONDS, NOTES: 1. CONTRACTOR TO VERIFY ALL ANTENNA TIP HEIGHTS DO NOT EXCEED BEACON BASE HEIGHT. MOUNT ANALYSIS NOTES: REV DATE 1. THE DESIGN DEPICTED IN THESE DRAWINGS IS VALID WHEN ACCOMPANIED BY A CORRESPONDING PASSING A 10/7/21 MOUNT ANALYSIS. 0 1/28/22 2. CONSTRUCTION MANAGER / GENERAL CONTRACTOR SHALL REVIEW THE MOUNT ANALYSIS FOR ANY CONDITIONS PRIOR TO INSTALLATION. 3. ANY REQUIRED MOUNT MODIFICATION DESIGN OR MOUNT REPLACEMENT SHALL BE APPROVED BY EOR. 842250 ESPERANCE AVENUE WEST WA 98026 DESCRIPTION PRELIMS FOR CONSTRUCTION RECEIVED 2/10/2022 CITY OF EDMONDS SERVICES DEPARTMENT w>RT'W w 01 /29/2022 UBI NUMBER: 604-106-184 DESIGNED: JLB DRAWN: JLB CHECKED: PWM JOB #: 21 CCA06M-0056 EXISTING &FINAL ANTENNA PLANS Cm3 ALPHA FINAL EQUIPMENT SCHEDULE (VERIFY WITH CURRENT RFDS) ANTENNA RADIO DIPLEXER TMA SURGE PROTECTION CABLES POSITION TECH. STATUS/MANUFACTURER MODEL AZIMUTH RAD CENTER QTY. STATUS/MODEL LOCATION CITY. STATUS LOCATION CITY. STATUS/MODEL QTY. STATUS/MODEL QTY. STATUS/TYPE LENGTH Al LTE (P) CELLMAX CMA-UBTULBULBHH-6517-17-21-21 120• 148.17' 1 (E) 4T4R B5 AHCA TOWER - - - - - - - - - - 1 (E) B25 RRH4X30-4R TOWER A2 5G (P) NOKIA AEQK 120' 151.15' - - - - - - - - - - 7 (E) 7/8" COAX 170'-0" 1 (E) RET 170'-0" A3 - - - - - - - - - - - - - - - - - A4 LTE (E) COMMSCOPE NNH4-65D-R6 120' 148.17' 1 (E) 4T4R B12/14 AHLBA TOWER - - - - - 1 (E) DC6-48-60-18-8F 2 (E) #8 AWG DC 170'-0" 1 (E) B66A RRH4X45-4R TOWER 1 (E) FIBER 170'-0" 1 (E) RRH4X25-WCS-4R TOWER BETA B1 LTE (P) CELLMAX CMA-UBTULBULBHH-6517-17-21-21 260' 148.17' 1 (E) 4T4R B5 AHCA TOWER - - - - - - - - - - 1 (E) B25 RRH4X30-4R TOWER B2 5G (P) NOKIA AEQK 260' 151.15' - - - - - - - - - - 7 (E) 7/8" COAX 170'-0" B3 - - - - - - - - - - - - - - - - - B4 LTE (E) COMMSCOPE NNH4-65D-R6 260' 148.17' 1 (E) 4T4R B12/14 AHLBA TOWER - - - - - 1 (E) DC6-48-60-18-8F 2 (E) #8 AWG DC 170'-0" 1 (E) B66A RRH4X45-4R TOWER :11 (E) FIBER 170'-0" 1 (E) RRH4X25-WCS-4R TOWER GAMMA G1 LTE (P) CELLMAX CMA-UBTULBULBHH-6517-17-21-21 10, 148.17' 1 (E) 4T4R B5 AHCA TOWER - - - - - - - - - - 1 (E) B25 RRH4X30-4R TOWER G2 5G (P) NOKIA AEQK 10* 151.15' - - - - - - - - - - 6 (E) 7/8" COAX 170'-0" G3 - - - - - - - - - - - - - - - - - G4 LTE (E) COMMSCOPE NNH4-65D-R6 10* 148.17' 1 (E) 4T4R B12/14 AHLBA TOWER - - - - - 1 (E) DC6-48-60-18-8F 2 (E) #8 AWG DC 170'-0" 1 (E) B66A RRH4X45-4R TOWER (E) RRH4X25-WCS-4R NOTE: (E) — EXISTING (P) — PROPOSED Voltage Drop Calculations Voltage (V) = 48 Amperage (A) = 10.00 Temperature (°C) = 75 Sector Power Plant to DC-6 (Jumper) DC-6 to Squid (Trunk) Squid to RRH (Jumper) Final Voltage Total Voltage Wire Size Wire Length (ft) R (Q/kft) Voltage Drop Wire Size Wire Length (ft) R (S2/kft) Voltage Drop Wire Size Wire Length (ft) R (Q/kft) Voltage Drop (V) Drop p ( ) Alpha 8 15 0.7780 0.2334 8 170 0.7780 2.6452 8 15 0.7780 0.2334 44.89 6.48 Beta 8 15 0.7780 0.2334 8 170 0.7780 2.6452 8 15 0.7780 0.2334 44.89 6.48 Gamma 8 15 0.7780 0.2334 8 170 0.7780 2.6452 8 15 0.7780 0.2334 44.89 6.48 NOTES: 1. CALCULATIONS ARE BASED ON STRANDED, COPPER CONDUCTORS. 2. RESISTANCE VALUES FOR CONDUCTORS ARE BASED ON TABLE 8 OF THE NEC, DIRECT -CURRENT RESISTANCE FOR CONDUCTORS. 3. LENGTH SHOWN IS THE LENGTH ONE-WAY TO DEVICE. NOTES: 1. REFER TO FINAL RFDS FOR FINAL RF CONFIGURATION. FINAL ANTENNA & CABLE SCHEDULE CABLE TOTALS 20 COAX 7/8" 170'-0" 6 DC #8 AWG 170'-0" 2 FIBER 3/8" 170'-0" 1 RET 3/8" v u AT&T CCCROWN CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 D 0 O P. MARSHALL &ASSOCIATES SN99 BU #: 842250 EDMONDS ESPERANCE 22510 76TH AVENUE WEST EDMONDS, WA 98026 REVI DATE A 1 10/7/21 0 1 1 /28/22 DESCRIPTION PRELIMS FOR CONSTRUCTION RECEIVED 2/10/2022 CITY OF EDMONDS DEVELOPMENT - SERVICES DEPARTMENT w 7TV'V w 01 /29/2022 UBI NUMBER: 604-106-184 DESIGNED: JLB DRAWN: JLB CHECKED: PWM JOB #: 21 CCA06M-0056 FINAL ANTENNA & CABLE SCHEDULE Cm4 JUMPERS (TYP) (2) FIBER JUMPER PAIR (TYF TO ANTENNAS (PER SECTOR) i IF — — — — — — — — — — '011 L ALARM CABLE P P (TYP) L-- F-----F-----F--- P P P DC CONDUCTOR BUNDLE (TYP) 48VDC BUS INSIDE EXISTING POWER PLANT SET OF (2) DC CONDUCTOR BUNDLES (TYP) POWER PLANT P -Ti --J F F � P -- ----- P P ----- — --J F F F FIBER TRUNK DC POWER TRUNKS — P P AT&T QjCROWN q,,, CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 p 0 O P. MARSHALL &ASSOCIATES SN99 BU #: 842250 EDMONDS ESPERANCE 22510 76TH AVENUE WEST EDMONDS, WA 98026 REV DATE DESCRIPTION A 10/7/21 PRELIMS 0 1/28/22 FOR CONSTRUCTION RECEIVED 2/10/2022 CITY OF EDMONDS SERVICES DEPARTMENT DC 6 or 12 TOWER MOUNTED RRH SCENARIO - NOT SITE SPECIFIC DC WIRING DIAGRAM (PROVIDED BY OTHERS) SCALE: NOT TO SCALE NOTES: 1. REFER TO CHART FOR CABLE QUANTITIES, SIZES, AND LENGTHS. w WlrTlF w 01 /29/2022 UBI NUMBER: 604-106-184 DESIGNED: JLB DRAWN: JLB CHECKED: PWM JOB #: 21 CCA06M-0056 ELECTRICAL WIRING DIAGRAM Cm5 ANTENNA DETAIL NOT TO SCALE MANUFACTURER: MODEL: HEIGHT: WIDTH: DEPTH: WEIGHT: Nokia Airscale AEQK MAA n77 29.5" (750 mm) 17.7"MO mm) 9.5 242 mm) 99.2 Ibs (45 kg) I" "I H _ 0 w _ RF CONNECTIONS i_ WIDTH _I 0 SECTION A —A Nokia Airscale AEQK MAA n77 NOT TO SCALE ANTENNA MOUNT PIPE ANTENNA DOWNTILT BRACKET (SUPPLIED WITH ANTENNA) MOUNTING BRACKET (SUPPLIED WITH ANTENNA) MANUFACTURER: MODEL: HEIGHT: WIDTH: DEPTH: WEIGHT: Cellmax CMA—UBTULBULBHH-6517-17-21 —21 96.5" �2450 mm) 27.2" 690 mm) 7.7" (196 mm) 104 Ibs (47 kg) 1" H _ w _ RF CONNECTIONS w 0 i_ WIDTH _I SECTION A —A Cellmax CMA—UBTULBULBHH-651 7-1 7-21 —21 NOT TO SCALE NOT USED NOT TO SCALE v u AT&T CCCROWN CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 D � O P. MARSHALL &ASSOCIATES SN99 BU #: 842250 EDMONDS ESPERANCE 22510 76TH AVENUE WEST EDMONDS, WA 98026 REVI DATE A 1 10/7/21 0 1 1 /28/22 DESCRIPTION PRELIMS FOR CONSTRUCTION RECEIVED 2/10/2022 CITY OF EDMONDS DEVELOPMENT - SERVICES DEPARTMENT w >RV"W w 01 /29/2022 UBI NUMBER: 604-106-184 DESIGNED: JLB DRAWN: JLB CHECKED: PWM JOB #: 21 CCA06M-0056 EQUIPMENT DETAILS Cm6 PROPOSED RRU WITH MOUNTING MANUFACTURER: Nokia MANUFACTURER: Site Pro 1 HARDWARE AT FPKA MOUNT . TYP (TYP.) MODEL: MAX FPKA SUPPORTED WEIGHT: 474293A, 19US806081A20A 352.7 Ibs (160 kg) MODEL: WEIGHT: DCP12K 27.01 Ibs (12.3kg) PROPOSED 2-3/8" 0 OD MOUNTING PIPE AT&T ANTENNA CROWN SIDE (TYP.) O o CASTLE a 0° RRH MIDDLE RRH p p p0 0 00 p 0 MOUNT LOCATION (SEE NOTE 1) 1505 WESTLAKE AVENUE NORTH, SUITE 800 83" SEATTLE, WA 98109 FPKA (TYP) PROPOSED D 0 2-3/8" 0 OD MOUNTING PIPE PROPOSED SITE PR01 DCP12K DCP12K PIPE TO PIPE MOUNT (TYP.) AMFD W:m:�2-3/8" 0 TYYPP. O ANTENNA/RRH o RRH MOUNTING PIPE P. MARSHALL & ASSOCIATES MAST PIPE ° MIN. ANTENNA cv c 9=1 =lf (D AH MOUNT PIPE 1 EXISTING MOUNT FRAME RRH ANTENNA op (TYP.) O (TYP) SIDE SN99 < o O p p 0 TOP VIEW 0 0 po 0 PIPE TO PIPE CLAMP BU #: 842250 ADDITIONAL MOUNT NOTES: ACCOMMODATES 1j" TOP VIEW EDMONDS ESPERANCE LOCATIONS (TYP) 1. INSTALLING THIRD RRH ON MIDDLE MOUNT TO 5" 0 PIPE PROPOSED SITE PR01 P/N: / LOCATION REQUIRES CAST LEGACY SPACERS. 22510 76TH AVENUE WEST BBPM-K1 PIPE MOUNT KIT 2. ADDITIONAL RRHs NOT SHOWN IN ISO VIEW EDMONDS, WA 98026 FOR CLARITY. RRH MOUNTING AT MOUNT FRAME NOKIA FPKA — AMFD AirScale 2 FPKx Fixing Adapter Site Pro 1 DCP12K — Pipe To Pipe Clamp 2 3 - NOT TO SCALE - NOT TO SCALE - NOT TO SCALE REV DATE DESCRIPTION A 10/7/21 PRELIMS 0 1/28/22 FOR CONSTRUCTION RECEIVED 2/10/2022 CITY OF EDMONDS SERVICES DEPARTMENT DESIGNED: JLB G wizifojT DRAWN: JLB 0� CHECKED: PWM SSG s94�y� J O B j�NAL� 01/29/2022 21 CCA06M-0056 UBI NUMBER: 604-106-184 EQUIPMENT DETAILS 4 NOT USED 5 NOT USED 6 NOT USED Cm7 - NOT TO SCALE - NOT TO SCALE - NOT TO SCALE 25.80" REFER TO SCOPE OF WORK ON SHEET C-1 FOR REQUIRED QUANTITY OF RECTIFIERS AND OR/ CONVERTERS FOR PROPOSED LOADING FULLY LOADED WEIGHT WITHOUT BATTERIES = 650 LBS FULLY LOADED WEIGHT WITH BATTERIES = 2,250 LBS CONTROLLER (MAIN BAY) RECTIFIER MODULE OPTIONAL BATTERY RACK VERTIV — NETSURE 721 POWER PLANT SCALE: NOT TO SCALE 25.80" FW7 F W- KR 19 ME WON 90090900900 r�rONrONrONWON WON r�rONrONrONWON WON r901r901rONrON WON 9 N M M N N M I co MANUFACTURER: TELECT MODEL: 088-7054-0123-0000 (48V) HEIGHT: 84" WIDTH: 25.88'$ DEPTH: 23.5" WEIGHT: (SEE WEIGHT TABLE) le COMPONENT ISO VIEW WEIGHT TABLE WEIGHT w/o BATTERIES WEIGHT w/ BATTERIES 3 SHELF N 290 Ibs 5 SHELF (20 180AH BATTERIES) 3,000 Ibs 4 SHELF N 320 Ibs 5 SHELF N 350 Ibs EQUIPMENT RACK SHELTER FLOOR —\ SHELF (21 .75"W x 21.1 "D) CAPACITY: 600 Ibs/SHELF EXISTING CONCRETE SLAB FOUNDATION FOR SHELTER TELECT 088-7054-0123-0000 (48V) NOT TO SCALE EQUIPMENT RACK SHELTER FLOOR a a d EXISTING CONCRETE SLAB FOUNDATION FOR SHELTER OPTION B ANCHOR NOTE: SEE OPTION B BRACING AND ANCHOR DETAILS ON FOLLOWING SHEETS. CONTRACTOR TO UTILIZE OPTION B IF OPTION A IS NOT SUITABLE AS DETERMINED BY FIELD EXPLORATION. (4) 1 /2" DIAMETER, THREADED ROD ANCHORS (ASTM F1554 GRADE F5) INSTALLED USING HILTI HIT -RE 500 V3 EPDXY ADHESIVE (ICC ESR-3814). ANCHORS TO HAVE MINIMUM 3" EFFECTIVE EMBEDMENT INTO CONCRETE. ANCHORS TO BE INSTALLED IN EACH OUTSIDE CORNER OF EQUIPMENT RACK WITH MINIMUM 6" EDGE DISTANCE. 1-1 /2" HOLE THROUGH SHELTER FLOOR. HOLE TO BE SEALED TO WEATHERTIGHT CONDITION AFTER ANCHOR INSTALLATION WITH FLEXIBLE SEALANT TO ALLOW FOR MOVEMENT OF SHELTER. HOLE IS NOT TO BE GROUTED SOLID. ° d d ° 4d d cl d � ° d 4 d RACK ANCHOR DETAIL — OPTION A (4) 1/2" DIAMETER, THREADED ROD ANCHORS (ASTM F1554 GRADE F5) INSTALLED USING HILTI HIT —RE 500 V3 EPDXY ADHESIVE (ICC ESR-3814). ANCHORS TO HAVE MINIMUM 3" EFFECTIVE EMBEDMENT INTO CONCRETE. ANCHORS TO BE INSTALLED IN EACH OUTSIDE CORNER OF EQUIPMENT RACK WITH MINIMUM 6" EDGE DISTANCE. � '6 a a 1-1 /2" HOLE THROUGH SHELTER FLOOR. HOLE TO BE SEALED TO WEATHERTIGHT CONDITION AFTER ANCHOR INSTALLATION WITH FLEXIBLE SEALANT TO ALLOW FOR MOVEMENT OF SHELTER. HOLE IS NOT TO BE GROUTED SOLID. AT&T QjCROWN q,,, CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 p 0 O P. MARSHALL &ASSOCIATES SN99 BU #: 842250 EDMONDS ESPERANCE 22510 76TH AVENUE WEST EDMONDS, WA 98026 REV DATE A 10/7/21 0 1 /28/22 DESCRIPTION PRELIMS FOR CONSTRUCTION RECEIVED 2/10/2022 CITY OF EDMONDS SERVICES DEPARTMENT DESIGNED: JLB DRAWN: JLB CHECKED: PWM a OPTION B ANCHOR NOTE: °.�'��Gis SEE OPTION B BRACING AND ANCHOR DETAILS ON JOB < FOLLOWING SHEETS. 1 /29/2022 CONTRACTOR TO UTILIZE OPTION B IF OPTION A IS UBi NUMBER: 604-106-184 ° a a NOT SUITABLE AS DETERMINED BY FIELD EXPLORATION. RACK ANCHOR DETAIL — OPTION A SCALE: NOT TO SCALE EQUIPMENT DETAILS Cm8 1-5/8"x12 GA( ^ """"'^' (P1000). MAX �� PPONIT \/IP\A/ PArV /rAPIKIP-T ginP, \/IP-\A/ RArV /rAPIKIPT PLAN - RACK/CABINET TOP BRACING SCALE: NOT TO SCALE AT&T �BROWN CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 p 0 O P. MARSHALL &ASSOCIATES SN99 BU #: 842250 EDMONDS ESPERANCE 22510 76TH AVENUE WEST EDMONDS, WA 98026 REV DATE DESCRIPTION A 10/7/21 PRELIMS 0 1/28/22 FOR CONSTRUCTION RECEIVED 2/10/2022 CITY OF EDMONDS SERVICES DEPARTMENT DESIGNED: JLB G wizifojT DRAWN: JLB 0� CHECKED: PWM rd�o 55949 .� 0 Sj�NAL� 4� 01 /29/2022 UBI NUMBER: 604-106-184 JOB #: 21 CCA06M-0056 RACK BRACING / ANCHOR DETAIL (OPTION B) CE9 WALL ANCHOR TABLE WHERE WALL CONSTRUCTION IS EXPOSED MASONRY OR CONCRETE THE BRACE FITTINGS ARE TO BE CENTERED ON A 12" LENGTH OF UNISTRUT CHANNEL (P1000). CHANNEL IS TO BE FASTENED TO WALL USING (2) ANCHORS SPACED 8" ON CENTER. SEE TABLE BELOW FOR ANCHORS USED TO FASTEN CHANNEL TO WALL. WALL TYPE ANCHOR OPTIONS 3/8110 SIMPSON STRONG —TIE STRONG —BOLT 2 WEDGE ANCHOR (IAPMO UES ER-240). ANCHOR TO HAVE MINIMUM 3" NOMINAL EMBEDMENT. MASONRY WALL (SOLID GROUTED CELLS) 3/8"0 SIMPSON STRONG —TIE TITEN HD SCREW ANCHOR (ICC ESR-1056). ANCHOR TO HAVE MINIMUM 3" NOMINAL EMBEDMENT. 3/8"0 GALV. THREADED ROD (ASTM F1554, Fy=36ksi) INSTALLED USING SIMPSON STRONG —TIE OPTI—MESH SCREEN TUBE EWS373P AND SET—XP EPDXY ADHESIVE. MASONRY WALL (HOLLOW CELLS) 3/8"0 SIMPSON STRONG —TIE TITEN HD SCREW ANCHOR (ICC ESR-1056). ANCHOR TO HAVE MINIMUM 3" NOMINAL EMBEDMENT. 3/8"0 SIMPSON STRONG —TIE STRONG —BOLT 2 WEDGE ANCHOR (ICC ESR-3037). ANCHOR TO HAVE MINIMUM 2" NOMINAL EMBEDMENT. CONCRETE WALL 3/8"0 SIMPSON STRONG —TIE TITEN HD SCREW ANCHOR (ICC ESR-2713). ANCHOR TO HAVE MINIMUM 2-1/2" NOMINAL EMBEDMENT. WHERE WALL CONSTRUCTION IS SHEATHING OVER STUD WALL (i.e. HOLLOW WALL) THE BRACE FITTINGS ARE TO BE CENTERED ON UNISTRUT CHANNEL (P1000) THAT SPANS BETWEEN AND ATTACHES TO A MINIMUM OF THREE STUDS WITH (1) ANCHOR PER STUD. FASTEN UNISTRUT CHANNEL TO STUDS PER TABLE BELOW WALL TYPE ANCHOR METAL STUD WALL 1/4-28 ITW BUILDEX TEKS SELF —DRILLING FASTENER (ICC ESR-1976) INTO (E) METAL STUD. WOOD STUD WALL 3/8"0 GALV. LAG BOLT IN PREDRILLED HOLE INTO (E) WOOD STUD. LAG BOLT TO HAVE MINIMUM 2.5" PENETRATION INTO WOOD STUD. NOTES: 1. ALL FASTENERS TO BE INSTALLED WITH CORRECTLY SIZED LOCK WASHERS AND FLAT WASHERS. 2. TOGGLE BOLT ANCHORS ARE NOT TO BE USED TO FASTEN UNISTRUT CHANNEL TO (E) WALL. SIMPSON STRONG —TIE 3/8"0 x 3" LONG. TIGHTEN HD ANCHOR. (4 TOTAL, 1 EACH OUTSIDE CORNER) INSIDE ANCHOR LOCATIONS, IF PROVIDED, WILL NOT BE USED BRACE FITTING WALL � SCALE: N._AT nl ATr 11IA[" 1 Irn VP\JL I IJ\IL VI V/1U11 `IGI PLAN - ANCHORS AT BASE PLATE SCALE: NOT TO SCALE nrr T•n1 r rnn ILIA , •kl^HORS. HEAD OF ANCHOR IN CHANNEL NOT NNEL (UNISTRUT P/N P1000 OR EQUIVALENT) P/N P2815 OR EQUIVALENT) 3OLTS SHOWN FOR CLARITY) AT&T CROWN CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 p 0 -.A P. MARSHALL &ASSOCIATES SN99 BU #: 842250 EDMONDS ESPERANCE 22510 76TH AVENUE WEST EDMONDS, WA 98026 REVI DATE A 1 10/7/21 0 1 1 /28/22 DESCRIPTION PRELIMS FOR CONSTRUCTION RECEIVED 2/10/2022 CITY OF EDMONDS SERVICES DEPARTMENT w >RWlt w 01 /29/2022 UBI NUMBER: 604-106-184 DESIGNED: JLB DRAWN: JLB CHECKED: PWM JOB #: 21 CCA06M-0056 RACK BRACING / ANCHOR DETAIL (OPTION B) cml 0 -EXIDE TECHNOLOGIES GHS SAFETY DATA SHEET I. PRODUCT IDENTIFICATION MANUFACTURER/SUPPLIER CHEMICAL/TRADE NAME MARATHON V-0 and GNB Industrial Power (as used on label) SPRINTER V-0 Valve Regulated A division of Exide Technologies Lead Acid Battery 3950 Sussex Avenue Aurora, IL 60504-7932 PRODUCT ID UN2800 FOR FURTHER INFORMATION CHEMICAL FAMILY/ Electric Storage Battery Primary Contact: CLASSIFICATION Exide SDS Support (770) 421-3485 Secondary Contact: FOR EMERGENCY Joe Bolea (423) 989-6377 CHEMTREC (800) 424-9300 Fred Ganster (610) 921-4052 (703) 527-3887 - Collect 24-hour Emergency Response Contact Ask for Environmental Coordinator II. HAZARD IDENTIFICATION 1 < >+*O < > Si pal Word: Dan er Category: GHS Codes Description H302 Harmful if swallowed. H314 Causes severe skin bums and eye damage. H332 Harmful if inhaled. H351 Suspected of causing cancer by inhalation. H360 May damage fertility or the unborn child. H373 May cause damage to organs through prolonged or repeated exposure. Health: STOT RE 2 H220 Extremely flammable gas (hydrogen) Acute Tox. 4 H410 Very toxic to aquatic life with long lasting effects. Repr. lA P260 Do not breathe dust/fume/gas/mist/vapors/spray. Carc.2(antimony oxide) P308 + 313 If exposed/concern, seek medical attention/advice. Skin Corr.1A P301/330/331 IF SWALLOWED: rinse mouth. Do NOT induce Flam. Gas 1 vomiting. P303/361/353 IF ON SKIN or hair): Remove/Take off immediate) ( ) Y Aquatic Chronic 1 all contaminated clothing. Rinse skin with Aquatic Acute 1 water/shower. P304/340 IF INHALED: Remove victim to fresh air and keep at rest in a position comfortable for breathing. P305/351/338 IF IN EYES: Rinse cautiously with water for several minutes. Remove contact lenses, if present and easy to do. Continue rinsing. P310 Immediately call a POISON CENTER or doctor/physician. P210 Keep away from heat/sparks/open flames/hot surfaces. No smoking P260 Do not breathe dust/fume/gas/mist/vapors/spray P264 Wash thoroughly after handling. P280 Wear protective gloves/protective clothing/eye Handling: protection/face protection. P403 Store in well -ventilated area P405 Store locked up. P391 Collect spillage P273 Avoid release to the environment P501 Dispose of contents/container in accordance with local/re ional/national/intemational regulation. WARNING: Batteries subjected to abusive charging at excessively high currents for prolonged periods of time without vent caps in place may create a surrounding atmosphere of the offensive strong inorganic acid mist containing sulfuric acid. Z99-SDS-MARSPRVO 2013-09 Page 1 of 7 Lead compounds: Not readily absorbed through the skin and is not a dermal sensitizer. Antimony oxide: skin irritant. Eye Contact: Electrolyte: Severe irritation, burns, cornea damage, blindness. Lead compounds: May cause eye irritation. Antimony oxide: may cause eye irritation. Synergistic Products: Electrolyte: No known synergistic products Lead compounds: Synergistic effects have been noted with heavy metals (arsenic, cadmium, mercury), N-nitroso-N- (hydroxyethyl)ethylamine, N-(4-fluoro-4-biphenyl)acetamide, 2-(nitrosoethylamine)ethanol, and benzo[a]pyrene. Antimony compounds : No known synergistic effects Conner: Exposure to dietary cadmium, ferrous iron, and stannous tin can result in decreased copper absorption Tin: Affects the metabolism of various essential minerals such as zinc, copper, and iron Additional Information: Medical Conditions Generally Aggravated by Exposure: Overexposure to sulfuric acid mist may cause lung damage and aggravate pulmonary conditions. Contact of electrolyte (water and sulfuric acid solution) with skin may aggravate skin diseases such as eczema and contact dermatitis. Contact of electrolyte (water and sulfuric acid solution) with eyes may damage cornea and/or cause blindness. Lead and its compounds can aggravate some forms of kidney, liver, and neurologic diseases. Additional Health Data: All heavy metals, including the hazardous ingredients in this product, are taken into the body primarily by inhalation and ingestion. Most inhalation problems can be avoided by adequate precautions such as ventilation and respiratory protection covered in Section VIII. Follow good personal hygiene to avoid inhalation and ingestion: wash hands, face, neck and arms thoroughly before eating, smoking or leaving the work site. Keep contaminated clothing out of non -contaminated areas, or wear cover clothing when in such areas. Restrict the use and presence of food, tobacco and cosmetics to non -contaminated areas. Work clothes and work equipment used in contaminated areas must remain in designated areas and never taken home nor laundered with personal non -contaminated clothing. This product is intended for industrial use only and should be isolated from children and their environment. XII. ECOLOGICAL INFORMATION Environmental Fate: lead is very persistent in soil and sediments. No data on environmental degradation. Mobility of metallic lead between ecological compartments is slow. Bioaccumulation of lead occurs in aquatic and terrestrial animals and plants but little bioaccumulation occurs through the food chain. Most studies include lead compounds and not elemental lead. Environmental Toxicity: Aquatic Toxicity: Sulfuric acid: 24-hr LC50, freshwater fish (Brachydanio rerio): 82 mg/L 96 hr- LOEC, freshwater fish (Cyprinus carpio): 22 mg/L Lead: 48 hr LC50 (modeled for aquatic invertebrates): <1 mg/L, based on lead bullion Antimony: 96 hr LC50 freshwater fish (Brach danio rerio) >1,000m L XIII. DISPOSAL INFORMATION US Sulfuric Acid: Neutralize as described above for a spill, collect residue and place in a container labeled as containing hazardous waste. Dispose of as a hazardous waste. If uncertain about labeling procedures, call your local battery distributor or listed contact. DO NOT FLUSH LEAD CONTAMINATED ACID TO SEWER. Spent batteries Send to secondary lead smelter for recycling following applicable federal, state, and local regulations. XIV. TRANSPORT INFORMATION GROUND - US-DOT/CAN-TDG/EU-ADR/APEC-ADR: Batteries, Wet, Non -Spillable UN 2800, 8, PG III Label: "NON -SPILLABLE" or "NON -SPILLABLE BATTERY" For US, refer to 49 CFR 173.159 for details. AIRCRAFT - ICAO- IATA: For air shipments, reference IATA Dangerous Goods Regulations Special Provision A67 and Packing Instruction 872. VESSEL - IMO-IMDG: For shipments by water, reference IMDG Special Provision 238 and Packing Instruction P003. ADDITIONAL INFORMATION: - Non -Spillable Battery complies with the provisions listed in 49 CFR 173.159. Does not require marking with an identification number or hazardous label and is not subject to hazardous shipping a er requirements. Z99-SDS-MARSPRVO 2013-09 Page 5 of 7 Reactivity: Organic materials, chlorates, carbides, fulminates, water, powdered metals. Reacts violently with water with evolution of heat. Corrosive to metals. Strong oxidizers, hydrogen peroxide, acids. III. COMPOSITION/INFORMATION ON INGREDIENTS Ingredient CAS Number % by Wt. Inorganic compounds of: Lead 7439-92-1 71-76 Antimony Oxide (Sb203) 1309-64-4 <0.6 Calcinated Clay N/A <1.2 Tin 7440-31-5 0.4-0.6 Copper 7440-50-8 <0.1 Electrolyte (sulfuric acid) 7664-93-9 1 16-18 Case Material: Polypropylene 9003-07-0 6-7 Plate separator material: Glass N/A 2-3 Note: Inorganic lead and electrolyte (water and sulfuric acid solution) are the primary components of every battery manufactured by Exide Technologies or its subsidiaries. Other ingredients may be present dependent upon battery type. Polypropylene is the principal case material of automotive and commercial batteries. Electrolyte in this product is non -spill and completely absorbed within a solid matrix. IV. FIRST AID MEASURES Take proper precautions to ensure you own health and safety before attempting to rescue a victim and provide first aid. Inhalation: Electrolyte: Remove to fresh air immediately. If breathing is difficult, give oxygen. Lead compounds: Remove from exposure, gargle, wash nose and lips; consult physician. Skin Contact: Electrolyte: Flush with large amounts of water for at least 15 minutes; remove contaminated clothing completely, including shoes, and do not wear again until cleaned. If acid is splashed on shoes, remove and discard if they contain leather. Lead compounds: Wash immediately with soap and water. Lead compounds are not readily absorbed through the skin. Eye Contact: Electrolyte and Lead compounds: Flush immediately with large amounts of water for at least 15 minutes; consult physician immediately. Ingestion: Electrolyte: Give large quantities of water; do not induce vomiting; consult physician. Lead compounds: Consult physician immediately. V. FIREFIGHTING MEASURES Flash Point: Not Applicable Flammable Limits: LEL = 4.1 % (hydrogen gas in air) ; UEL = 74.2% Extinguishing media: CO2; foam; dry chemical Fire Fighting Procedures: Use positive pressure, self-contained breathing apparatus. Beware of acid splatter during water application and wear acid -resistant clothing, gloves, face and eye protection. If batteries are on charge, shut off power to the charging equipment, but, note that strings of series connected batteries may still pose risk of electric shock even when charging equipment is shut down. Hazardous Combustion Products: In operation, or when on charge, batteries generate and release flammable hydrogen and oxygen gases (hydrogen is highly flammable and oxygen supports combustion). They must always be assumed to contain this gas which, if ignited by burning cigarette, naked flame or spark, may cause battery explosion with dispersion of casing fragments and corrosive liquid electrolyte. Carefully follow manufacturer's instructions for installation and service. Keep away all sources of gas ignition and do not allow metallic articles to simultaneously contact the negative and positive terminals of a battery. VI. ACCIDENTAL RELEASE MEASURES Remove combustible materials and all sources of ignition. Stop flow of material and contain spill by diking with soda ash, etc. Carefully neutralize spill with soda ash, etc. Make certain mixture is neutral then collect residue and place in a drum or other suitable container with a label specifying "contains hazardous waste" or (if uncertain call distributor regarding proper labeling procedures). Dispose of as hazardous waste. If battery is leaking, place battery in a heavy duty plastic bag. Wear acid resistant boots, face shield, chemical splash goggles and acid resistant gloves. Do not allow discharge of acid to sewer. Acid must be managed in accordance with approved local, state, and federal requirements. Consult state environmental agency and/or federal EPA. Z99-SDS-MARSPRVO 2013-09 Page 2 of 7 Each battery and the outer packaging must be plainly and durably marked "NON -SPILLABLE" or "NON -SPILLABLE BATTERY". Batteries must be kept upright at all times and packaged as required to prevent short circuits. Transport may require packaging and paperwork, including the Nature and Quantity of goods, per applicable origin/destination/customs I XV. REGULATORY INFORMATION I United States: EPA SARA Title III Section 302 EPCRA Extremely Hazardous Substances (EHS): Sulfuric acid is a listed "Extremely Hazardous Substance" under EPCRA, with a Threshold Planning Quantity (TPQ) of 1,000 lbs. EPCRA Section 302 notification is required if 500 lbs or more of sulfuric acid is present at one site (40 CFR 370.10). An average automotive/commercial battery contains approximately 5 lbs of sulfuric acid. Contact your Exide representative for additional information. Section 304 CERCLA Hazardous Substances: Reportable Quantity (RQ) for spilled 100% sulfuric acid under CERCLA (Superfund) and EPCRA (Emergency Planning and Community Right to Know Act) is 1,000 lbs. State and local reportable quantities for spilled sulfuric acid may vary. Section 3111312 Hazard Categorization: EPCRA Section 312 Tier Two reporting is required for non -automotive batteries if sulfuric acid is present in quantities of 500 lbs or more and/or if lead is present in quantities of 10,000 lbs or more. Section 313 EPCRA Toxic Substances: Supplier Notification: This product contains a toxic chemical or chemicals subject to the reporting requirements of section 313 of (Title) III of the Superfund Amendments and Reauthorization Act of 1986 and 40 CFR Part 372. Chemical CAS Percent by Weight Lead (Pb) 7439-92-1 71-76 Electrolyte: Sulfuric Acid (H2SO4) 7664-93-9 16-18 Antimony trioxide (Sb203) 1309-64-4 <0.6 If you distribute this product to other manufacturers in SIC Codes 20 through 39, this information must be provided with the first shipment of each calendar year. Note: The Section 313 supplier notification requirement does not apply to batteries that are "consumer products". TSCA: Each ingredient chemical listed in Section III of this SDS is also listed on the TSCA Registry. OSHA: Considered hazardous under Hazard Communication Act (29CFR1910.1200) RCRA: Spent lead -acid batteries are not regulated as hazardous waste when recycled. Spilled sulfuric acid is a characteristics hazardous waste; EPA hazardous waste number D002 (corrosivity). CAA: Exide Technologies supports preventative actions concerning ozone depletion in the atmosphere due to emissions of CFC's and other ozone depleting chemicals (ODC's), defined by the USEPA as Class I substances. Pursuant to Section 611 of the Clean Air Act Amendments (CAAA) of 1990, finalized on January 19, 1993, Exide established a policy to eliminate the use of Class I ODC's prior to the May 15, 1993 deadline. NFPA Hazard Rating for sulfuric acid: Flammability (Red) = 0 Health (Blue) = 3 Reactivitv (Yellow) = 2 US State I Identification I Notifications/Warning Notifications & Warnin¢s: Z99-SDS-MARSPRVO 2013-09 65 "WARNING: This product contains lead and antimony trioxide, chemicals known to the State of California to cause cancer, or birth defects or other reproductive harm." Battery posts, terminals, and related accessories contain lead and lead compounds, chemicals known to the State of California to cause cancer and reproductive harm. Batteries also contain other chemicals known to the State of California to cause cancer. Wash hands after handling. The following chemicals identified to exist in the finished product as distributed into commerce are known to the State of California to cause cancer, birth defects or to cause reproductive harm: 1. Strong inorganic acid mists including sulfuric acid: CAS #: NA; 16-18%wt 2. Lead: CAS #: 7439-92-L 71-76%wt. Page 6 of 7 VII. HANDLING AND STORAGE Handling: Single batteries pose no risk of electric shock but there may be increasing risk of electric shock from strings of connected batteries exceeding three 12-volt units. Batteries are non -spillable - potential for exposure to contents only during recycling or if outer casing is cracked or damaged. Storage: Store batteries under roof in cool, dry, well -ventilated areas that are separated from incompatible materials and from activities which may create flames, sparks, or heat. Keep away from metallic objects that could bridge the terminals on a battery and create a dangerous short-circuit. Charging: There is a possible risk of electric shock from charging equipment and from strings of series connected batteries, whether or not being charged. Shut-off power to chargers whenever not in use and before detachment of any circuit connections. Batteries being charged will generate and release flammable hydrogen gas. Charging space should be ventilated. Keep battery vent caps in position. Prohibit smoking and avoid creation of flames ands arks nearby. Wear face and eye protection when near batteries being charged. VIII. EXPOSURE CONTROLS AND PERSONAL PROTECTION Occupational Exposure Limits (mg/m) US US US Quebec Ontario EU Ingredient: OSHA ACGIH NIOSH PEV OEL OEL Inorganic forms of: Lead 0.05 0.05 0.05 0.05 0.05 0.15(c) Antimony Oxide (Sb203) 0.5(a) 0.5(a) 0.5(a) 0.5(a) 0.5(a) 0.1(c,e) Tin 2 2 2 2 2 2(f) Copper 1 1 1 1 1(b) 0.1(g) Calcinated Clay N/A N/A N/A N/A N/A N/A Electrolyte (sulfuric acid) 1 1 0.2 1 1 1 1 0.2 1 0.05(d) NOTES: N/A not applicable (e) based on OEL for Austria & Switzerland (a) as inorganic antimony (f) based on OEL for Belgium (b) as dusts/mists (g) based on OEL for Netherlands (c) as inhalable aerosol (d) thoracic fraction Engineering Controls (Ventilation): Store and handle in well -ventilated area. If mechanical ventilation is used, components must be acid -resistant. Handle batteries cautiously. Make certain vent caps are on securely. If battery case is damaged, avoid bodily contact with internal components. Wear protective clothing, eye and face protection, when charging or handling batteries. Follow all manufacturers' recommendations when stacking or palletizing. Do not allow metallic materials to simultaneously contact both the positive and negative terminals of the batteries. Use a battery carrier to lift a battery or place hands at opposite corners to avoid spilling acid through the vents. Avoid contact with internal components of the batteries. g P Hygiene Practices: Wash hands thoroughly before eating, drinking or smoking after handling batteries. Respiratory Protection (NIOSH/MSHA approved): None required under normal conditions. When concentrations of sulfuric acid mist are known to exceed PEL, use NIOSH or MSHA-approved respiratory protection. Skin Protection: None required under normal conditions. If battery case is damaged, use rubber or plastic acid -resistant gloves with elbow -length gauntlet, acid -resistant apron, clothing, and boots. Eye Protection: None required under normal conditions. If battery case is damaged, chemical goggles or face shield. Other Protection: In areas where water and sulfuric acid solutions are handled in concentrations greater than 1 %, emergency eyewash stations and showers should be provided, with unlimited water supply, Z99-SDS-MARSPRVO 2013-09 Page 3 of 7 3. Antimony oxide: CAS #: 7440-36-0; <0.6%wt. Consumer Product Volatile This product is not regulated as a consumer product for purposes of CARB/OTC Organic Compound Emissions VOC Regulations, as sold for the intended purpose and into the industrial/commercial supply chain. Country/Organization Identification Notifications/Warning Canada All chemical substances in this product are This product has been classified in listed on the CEPA DSL/NDSL or are accordance with the hazard criteria of the exempt from list requirements. Controlled Products Regulations and the SDS contains all the information required by the Controlled Products Regulations. Refer to the Controlled Products Regulations for product labeling requirements NPRI and Ontario Regulation 127/01 This product contains the following chemicals subject to the reporting requirements of Canada NPRI and/or Ont. Reg. 127/01: Chemical CAS # %wt Lead 7439-92-1 71-76 Sulfuric acid 7664-93-9 16-18 Antimony oxide 1309-64-4 <0.6 Toxic Substances List Lead EU European Inventory of Existing All ingredients remaining in the finished Commercial Chemical Substances product as distributed into commerce are (EINECS): exempt from, or included on, the European Inventory of Existing Commercial Chemical Substances. XVI. OTHER INFORMATION DATE ISSUED: September 11, 2013 OTHER INFORMATION: Distribution into Quebec to follow Canadian Controlled Product Regulations (CPR) 24(1) and 24(2). Distribution into the EU to follow applicable Directives to the Use, Import/Export of the product as -sold. SOURCES OF INFORMATION: International Agency for Research on Cancer (1987), IARC Monographs on the Evaluation of Carcinogenic Risks to Humans: Overall Evaluations of Carcinogenicity: An updating of IARC Monographs Volumes 1-42, Supplement 7, Lyon, France. Ontario Ministry of Labor Regulation 654/86. Regulations Respecting Exposure to Chemical or Biological Agents. PREPARED BY: GNB INDUSTRIAL POWER A DIVISION OF EXIDE TECHNOLOGIES 3950 SUSSEX AVENUE AURORA, IL 60504-7932 VENDEE AND THIRD PERSONS ASSUME THE RISK OF INJURY PROXIMATELY CAUSED BY THE MATERIAL IF REASONABLE SAFETY PROCEDURES ARE NOT FOLLOWED AS PROVIDED FOR IN THE DATA SHEET, AND VENDOR SHALL NOT BE LIABLE FOR INJURY TO VENDEE OR THIRD PERSONS PROXIMATELY CAUSED BY ABNORMAL USE OF THE MATERIAL EVEN IF REASONABLE PROCEDURES ARE FOLLOWED. ALL PERSONS USING THIS PRODUCT, ALL PERSONS WORKING IN AN AREA WHERE THIS PRODUCT IS USED, AND ALL PERSONS HANDLING THIS PRODUCT SHOULD BE FAMILIAR WITH THE CONTENTS OF THIS DATA SHEET. THIS INFORMATION SHOULD BE EFFECTIVELY COMMUNICATED TO EMPLOYEES AND OTHERS WHO MIGHT COME IN CONTACT WITH THE PRODUCT. WHILE THE INFORMATION ACCUMULATED AND SET FORTH HEREIN IS BELIEVED TO BE ACCURATE AS OF THE DATE HEREOF, EXIDE TECHNOLOGIES MAKES NO WARRANTY WITH RESPECT THERETO AND DISCLAIMS ALL LIABILITY FROM RELIANCE THEREON. RECIPIENTS ARE ADVISED TO CONFIRM IN ADVANCE OF NEED THAT THE INFORMATION IS CURRENT, APPLICABLE, AND SUITABLE FOR THEIR PARTICULAR CIRCUMSTANCES. ANY PHOTOCOPY MUST BE OF THIS ENTIRE DOCUMENT Z99-SDS-MARSPRVO 2013-09 Page 7 of 7 IX. PHYSICAL AND CHEMICAL PROPERTIES - ELECTROLYTE Boiling Point@760 219 to 237' F Specific Gravity @ 77°F (H2O=1) 1.1394 to 1.3028 mm H Melting Point Not Applicable Vapor Pressure mm H 13.5 to 20.8 % Solubility in 100 pH Greater than 1 Water Evaporation Rate Less Than 1 Vapor Density (AIR=1) Greater than 1 viscosityNot applicable (Butyl acetate=1) Appearance and Sulfuric Acid: A clear liquid with a % Volatiles by Volume @70oF Not Applicable Odor Threshold sharp, penetrating, pungent odor. A batteryis a manufactured article; no > apparent odor. Octanol Water Not Applicable Partition Coefficient (K_) Note: The properties above reflect 20-40% Sulfuric acid X. STABILITY & REACTIVITY DATA Stability: Stable Conditions to Avoid: Prolonged overcharging and overheating current; sparks and other sources of ignition. Incompatibilities: (materials to avoid) Electrolyte: Contact with combustibles and organic materials may cause fire and explosion. Also reacts violent) with strop � g Y P Y g reducing agents, most metals, carbides, chlorates, nitrates, picrate, sulfur trioxide gas, strong oxidizers, and water. Contact with metals may produce toxic sulfur dioxide fumes and may release flammable hydrogen gas. Lead compounds: Avoid contact with strong acids, bases, halides, halogenates, potassium nitrate, permanganate, peroxides, nascent hydrogen, potassium, carbides, sulfides, phosphorus, sulfur, and reducing agents. Hazardous Decomposition Products: Electrolyte: Sulfur trioxide, carbon monoxide, sulfuric acid mist, sulfur dioxide, hydrogen sulfide, hydrogen. Lead compounds: Temperatures above the melting point are likely to produce toxic metal fume, vapor, or dust; contact with strong acid or base or presence of nascent hydrogen may generate highly toxic arsine gas. Hazardous Polymerization: Will Not Occur XI. TOXICOLOGICAL DATA Routes of Entry: Electrolyte: Harmful by all routes of entry. Under normal conditions of use, sulfuric acid vapors and mist are not generated. Sulfuric acid vapors and mist may be generated when product is overheated, oxidized, or otherwise processed or damaged. Lead corn ounds/antimon oxide: Hazardous exposure can occur only when product is heated above the melting point, oxidized or P � P Y P gP . otherwise processed or damaged to create dust, vapor, or fume. Acute Toxicity: Inhalation LD50: Electrolyte: LC50 rat: 375 mg/m3; LC5o: guinea pig: 510 mg/m3 Elemental Lead: Acute Toxicity Point Estimate = 4500 ppmV (based on lead bullion) Antimony oxide : rat(4h)LC50>5.2mg/m3 Oral LD50: Electrolyte: rat: 2140 mg/kg Elemental lead: Acute Toxicity Estimate (ATE) = 500 mg/kg body weight (based on lead bullion) Antimony oxide: LD50 rat > 20,000mg/kg Inhalation: Electrolyte: Breathing of sulfuric acid vapors or mists may cause severe respiratory irritation. Lead compounds/antimony oxide: hnhalation of dust or fumes may cause irritation of upper respiratory tract and lungs. Ingestion: Electrolyte: May cause severe irritation of mouth, throat, esophagus, and stomach. Lead compounds/antimony oxide: Acute ingestion may cause abdominal pain, nausea, vomiting, diarrhea, and severe cramping. This may lead rapidly to systemic toxicity. Acute ingestion should be treated by physician. Skin Contact: Electrolyte: Severe irritation, burns, and ulceration. Sulfuric acid is not readily absorbed through the skin and is not a dermal sensitizer. Z99-SDS-MARSPRVO 2013-09 Page 4 of 7 AT&T QjCROWN q,,, CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 P. MARSHALL & ASSOCIATES SN99 BU #: 842250 EDMONDS ESPERANCE 22510 76TH AVENUE WEST EDMONDS, WA 98026 REVI DATE A 1 10/7/21 0 1 1 /28/22 DESCRIPTION PRELIMS FOR CONSTRUCTION RECEIVED 2/10/2022 CITY OF EDMONDS SERVICES DEPARTMENT w>RT'W w 01 /29/2022 UBI NUMBER: 604-106-184 DESIGNED: JLB DRAWN: JLB CHECKED: PWM JOB #: 21 CCA06M-0056 BATTERY SPECIFICATIONS CNI I c; MAMIM*TN MARATHON M12V180FT Front Terminal Valve Regulated Lead Acid Battery for Standby Power Applications MARATHON FT Features: • Patented "Diamond Side -Wall" Design maintains structural integrity in higher operating temperatures • Durable Flame Retardant Polypropylene Container and Cover complies with UL94 V-0; 28% L.O.I. • Carry Handles facilitates ease of installation • High -Compression Absorbent Glass Mat (AGM) Technology ensures greater than 99% recombination efficiency • Integrated Flash Arrestor ultrasonically welded into cover for secure and safe protection • 10 Year Design Life in float applications @ 25°C (77°F); 12 year @ 200C (68°F) • Superior Lead -Tin -Calcium Positive Alloy helps to resist corrosion • Higher Vent Opening Pressure minimizes unnecessary gassing; one-way self resealing device • Front Accessible Copper Alloy, 6 mm, Female Terminals ensures low resistance, high integrity connections • "Easy On\Easy Off" Terminal Post Protector provides added safety • Footprint Ready fits in all standard 23" Relay Rack Applications • Compliance: IEC 60896-21/22; Eurobat 10-12 year High Performance SPECIFICATIONS v u AT&T CCCROWN CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 PD MD .A P. MARSHALL &ASSOCIATES SN99 BU #: 842250 EDMONDS ESPERANCE 22510 76TH AVENUE WEST EDMONDS, WA 98026 REVI DATE DESCRIPTION Nominal Voltage: 12 Volts A 10/7/21 PRELIMS Nominal Capacity: 180 Amp -Hours; 8 Hour Rate to 1.75 Volts Per Cell @ 25°C (77°F) 0 1/28/22 FOR CONSTRUCTION Alloy: Positive: Lead, Tin, Calcium Negative: Lead Calcium Terminal: Front Accessible, Heavy Duty Threaded (M6) Copper Alloy Container: Reinforced Flame Retardant Polypropylene UL94 V-0; 28% L.O.I. Safety Vent: One-way, self -resealing vent. Recessed design accommodates applications requiring central degassing. Float Voltage: 2.25 VPC to 2.30 Volt Per Cell Range. Recommended 2.27 VPC @ 25°C (77°F) Dimensions: 22.00" (558.80 mm) Length x 4.90" (124.46 mm) Width x 12.50" (317.50 mm) Height Weight: 133 Ibs (60.3 kg) Nominal Constant Current Discharge to Final 1.75 VPC @ 252C Amperes 1 8.1 115.4 118.1 120.1 1 22.5 124.9 128.4 133.1 139.8 150.81 59.1 171.41 87.5 1119.21 202.1 NOTE: Design and/or specifications subject to change without notice. If questions arise, contact local Exide sales representative for clarification. nEX/DE© TECHNOLOGIES INDUSTRIAL ENERGY BATTERY CAPACITY CALCULATIONS CODE REFERENCE: 2018 INTERNATIONAL FIRE CODE, CHAPTER 12, SECTION 1206 STATIONARY STORAGE BATTERY SYSTEMS HAVING CAPACITIES EXCEEDING THE VALUES SHOWN IN TABLE 1206.2 SHALL COMPLY WITH SECTION 1206.2.1 THROUGH 1206.2.12.6 AS APPLICABLE. BATTERY MODEL BATTERY TYPE ALLOWABLE CAPACITY RATED VOLTAGE AMP —HOUR RATING TOTAL NUMBER OF RATED VOLTAGE x AMP —HOUR RATING X TOTAL NUMBER OF = CAPACITY (kWh) PER CODE BATTERY UNITS 1000 BATTERY UNITS EXCIDE TECHNOLOGIES 12 VOLTS x 180 AMP —HOURS MARATHON MNOLOGI F LEAD ACID 70 kWh 12 VOLTS 180 AMP —HOURS 20 UNITS X 20 BATTERY UNITS = 43.2 kWh 1000 CONCLUSION: 43.2 kWh < 70 kWh, SECTIONS 1206.2.1 THROUGH 1206.2.12.6 DO NOT APPLY RECEIVED 2/10/2022 CITY OF EDMONDS SERVICES DEPARTMENT >RV"Vw 01/29/2022 UBI NUMBER: 604-106-184 DESIGNED: JLB DRAWN: JLB CHECKED: PWM JOB #: 21 CCA06M-0056 BATTERY SPECIFICATIONS Cm12 NEW ANTENNA AND/OR RADIO EQUIPMENT (SEE SHEET C-3 FOR MODEL AND QUANTITY) SECTOR GROUND BAR L__ TOWER GROUND RING L� k NEW ANTENNA AND/OR RADIO EQUIPMENT (SEE SHEET C-3 FOR MODEL AND QUANTITY) SECTOR GROUND BAR TOWER TOP COLLECTOR GROUND BAR MIDPOINT GROUND BAR (AS NEEDED) TOWER EXIT GROUND BAR INTERIOR SHELTER GROUND LOOP EXISTING SHELTER NEW ANTENNA AND/OR RADIO EQUIPMENT (SEE SHEET C-3 FOR MODEL AND QUANTITY) SECTOR GROUND BAR J EQUIPMENT GROUND RING _ --I NEW GROUND EQUIPMENT (SEE SHEET C-1.2 FOR MODEL AND QUANTITY) 0- GROUNDING PLAN LEGEND: GROUND WIRE C��(�lWa:��l[�L►Ia�17 • MECHANICAL CONNECTION 00 COPPER GROUND ROD GROUND ROD W/ TEST WELL CELL REFERENCE GROUND BAR: POINT OF GROUND REFERENCE FOR ALL COMMUNICATIONS EQUIPMENT FRAMES. ALL BONDS ARE MADE WITH #2 STRANDED GREEN INSULATED COPPER CONDUCTORS. BOND TO GROUND RING WITH (2) #2 SOLID TINNED COPPER CONDUITS (ATT-TP-76416 7.6.7). HATCH PLATE GROUND BAR: BOND TO THE INTERIOR GROUND RING WITH (2) #2 STRANDED GREEN INSULATED COPPER CONDUCTORS. WHEN A HATCH -PLATE AND A CELL REFERENCE GROUND BAR ARE BOTH PRESENT, THE CELL SITE REFERENCE GROUND BAR MUST BE CONNECTED TO THE HATCH -PLATE AND TO THE INTERIOR GROUND RING USING (2) #2 STRANDED GREEN INSULATED COPPER CONDUCTORS. EXTERIOR CABLE ENTRY PORT GROUND BARS: LOCATED AT THE ENTRANCE TO THE CELL SITE BUILDING. BOND TO GROUND RING WITH A #2 SOLID TINNED COPPER CONDUCTORS WITH AN EXOTHERMIC WELD AND INSPECTION SLEEVE (ATT-TP-76416 7.6.7.2). 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 SERVICES CONTRACTORS VERIFY ALL DC POWER SYSTEMS ARE EQUIPPED WITH MASTER DC SYSTEM RETURN GROUND CONDUCTOR FROM THE DC POWER SYSTEM COMMON RETURN BUS DIRECTLY CONNECTED TO THE CELL SITE REFERENCE GROUND BAR PER TP76300 SECTION H 6 AND TP76416 FIGURE 7-11 REQUIREMENTS. u u AT&T QjCROWN q,,, CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 P � 01& P. MARSHALL &ASSOCIATES SN99 BU #: EDMONDS 22510 76TH EDMONDS, REVI DATE A 1 10/7/21 842250 ESPERANCE AVENUE WEST WA 98026 DESCRIPTION PRELIMS 0 1 1/28/22 I FOR CONSTRUCTION RECEIVED 2/10/2022 CITY OF EDMONDS SERVICES DEPARTMENT w>RV'W w 01 /29/2022 UBI NUMBER: 604-106-184 DESIGNED: JLB DRAWN: JLB CHECKED: PWM JOB #: 21 CCA06M-0056 CELL REFERENCE GROUND BAR GROUNDING � T SCHEMATIC GROUNDING SCHEMATIC Gml TO ANTENNA COAX COPPER/GALVANIZED GROUND BAR O O O 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 @ 0 0 0 o0000000000000000 TWO HOLE LONG BARREL COMPRESSION LUG (TYP) NOTES: 1. DOUBLING UP "OR STACKING" OF CONNECTIONS IS NOT PERMITTED. 2. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. 3. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO TOWER STEEL. ANTENNA GROUND BAR DETAIL SCALE: NOT TO SCALE #6 MIN. FROM ANTENNA CABLE GROUND KIT 77:�,,, GROUND BAR ON SHELTER. ICE BRIDGE, OR ON ANTENNA TOWER °lo TWO HOLE LUG, OR EXOTHERMIC WELD TO BE USED WITH #2 BARE CONDUCTOR WIRE TO BUILDING SERVICE GROUND OR GROUND RING GROUNDWIRE INSTALLATION GROUNDING SHALL BE ELIMINATED WHEN GROUND BAR IS ELECTRICALLY BONDED TO METAL TOWER 010 TO ANTENNA COAX COPPER/GALVANIZED GROUND BAR FO0 0 0 0 0 0 0 0 0 0 0 0 0 J 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 ,�O TWO HOLE LONG BARREL COMPRESSION LUG (TYP) #2 SOLID TINNED COPPER CONDUCTOR TO TOWER/SHELTER GROUND RING (2 TYP. FOR BOTTOM GROUND BAR ONLY) NOTES: 1. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. 2. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO TOWER STEEL (TOWER ONLY). 3. GROUND BAR SHALL BE ISOLATED FROM BUILDING OR SHELTER. TOWER/SHELTER GROUND BAR DETAIL SCALE: NOT TO SCALE WIRE SIZE BURNDY LUG BOLT SIZE #6 GREEN INSULATED YA6C-2TC38 3/8" - 16 NC SS 2 BOLT #2 SOLID TINNED YA3C-2TC38 3/8" - 16 NC SS 2 BOLT #2 STRANDED YA2C-2TC38 3/8" - 16 NC SS 2 BOLT #2/0 STRANDED YA26-2TC38 3/8" - 16 NC SS 2 BOLT #4/0 STRANDED YA28-2N 1/2" - 16 NC SS 2 BOLT BURNDY GROUND LUG W/ LONG BARREL (SEE CHART) NUT (TYP) LOCK WASHER (TYP) HEAT SHRINK (CLEAR) 1 —9 \-- GROUND FPR CONDUCTOR GROUND BAR BOLT (SEE CHART) BURNDY TWO HOLE LUG W/ (TYP) LONG BARREL (SEE CHART) BARE WIRE TO BE TREATED WITH NO-OX AT BOTH ENDS NOTE: AT&T QJ4CROWN CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 D 0 O P. MARSHALL &ASSOCIATES STRANDED ALL GROUNDING LUGS ARE TO BE (SEE CHART) INSTALLED PER MANUFACTURER'S SPECIFICATIONS. ALL HARDWARE BOLTS, 3/8-11x1" TAMPER NUTS, LOCK WASHERS SHALL BE STAINLESS RESISTANT BOLT STEEL. ALL HARDWARE ARE TO BE AS FOLLOWS: BOLT, FLAT WASHER, GROUND SN99 (TYP) BAR, GROUND LUG, FLAT WASHER AND INSULATORS NUT. SEE NOTE 2. (TYP) T BU #: 842250 ® WALL BRACKET 0 MECHANICAL LUG CONNECTION EDMONDS ESPERANCE (TYP) 0 0 3 Y0 ® 0 SCALE: NOT TO SCALE 22510 76TH AVENUE WEST ® 0 � EDMONDS, WA 98026 ® UNIVERSAL COPPER 0 GROUND BAR (4" x20") STAINLESS STEEL BOLT LOCK WASHER � (TYP)P/N M 10 (TYP) STAINLESS STEEL REV DATE DESCRIPTION TWO -HOLE FLAT WASHER A 10/7/21 PRELIMS COMPRESSION LUG 2-HOLE CRIMP/ (TYP) COMPRESSION CONNECTOR T I 0 1/28/22 FOR CONSTRUCTION 1. DOWN LEAD (HOME RUN) CONDUCTORS ARE NOT TO BE INSTALLED ON CROWN CASTLE USA INC. TOWER, PER THE GROUNDING DOWN CONDUCTOR POLICY QAS-STD-10091. NO MODIFICATION OR DRILLING TO TOWER STEEL IS ALLOWED IN ANY FORM OR FASHION, CAD -WELDING ON THE TOWER AND/OR IN THE AIR ARE NOT PERMITTED. 2. OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR PLATFORM STEEL USE INSULATORS WHEN ATTACHING TO BUILDING OR SHELTERS. GROUND BAR DETAIL SCALE: NOT TO SCALE �JSCALE: NOT TO SCALE GROUND BAR STAINLESS STEEL FLAT WASHER STAINLESS STEEL (TYP) BELLVILLE WASHER STAINLESS STEEL NUT (TYP) (TYP) SINGLE CONNECTOR AT GROUND BARS DRAGC STAINLESS STEEL BOLT STAINLESS STEEL FLAT WASHER STEEL RECEIVED 2/10/2022 CITY OF EDMONDS SERVICES DEPARTMENT 2-HOLE CRIMP/ J COMPRESSION STAINLESS STEEL N o WEATHERPROOFING KIT CONNECTOR FLAT WASHER (TYPICALLY) 12" TO 24" (SEE NOTE 3) (TYP) ANTENNA CABLE 120" MAX. COAX JUMPER NOTE: MINIMUM OF S/S NUT STAINLESS STEEL STAINLESS STEEL NUT (TYP) 3 THREADS TO BE (TYP) BELLVILLE WASHER DESIGNED: JLB VISIBLE (TYP) wipj� TO ANTENNA TYP (TYP) SINGLE CONNECTOR AT STEEL OBJECTS ° w .� �.. ��o DRAWN: JLB S/S SPLIT WASHER CHECKED: PWM CABLE 2 HOLE LONG BARREL TINNED (nP ) STAINLESS STEEL CONNECTOR SOLID COPPER SELF -DRILLING STAINLESS STEEL �p c1s WEATHERPROOFING KIT LUG S/S FLAT METAL SCREW FLAT WASHER T� �ssj JOB #: #6 STRANDED COPPER GROUND (SEE NOTE 3) (TYP) WASHER (TYP) (TYP) (TYP) p NA 2022 21 CCA06M-0056 WIRE UBI NUMBER: 604-1069/184 (GROUND TO GROUND BAR) SEE CABLE GROUND KIT 2-HOLE CRIMP/ NOTES 1 & 2 COMPRESSION TIN COATED SOLID CONNECTOR COPPER BUS BAR S/S FLAT NOTES: WASHER DRAGON TOOTH WA(�Pj METALLIC OBJECT (TYP) GROUNDING 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO CHERRY INSULATOR GROUND BAR. INSTALLED IF REQUIRED BOLT SINGLE CONNECTOR AT METALLIC/STEEL OBJECTS DETAILS 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE (TYP) (nP) MANUFACTURER. 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. CABLE GROUND KIT CONNECTION SCALE: NOT TO SCALE LUG DETAIL SCALE: NOT TO SCALE HARDWARE DETAIL FOR EXTERIOR CONNECTIONS SCALE: NOT TO SCALE Gm2 oil 11 HB LB HB LB AEQK HB LB HB LB HB HB RET RET B25 RRH4X30- 4R r AirScale R R H 4T4R B5 160W AHCA RRH4x25-WCS-4R B12/B14 AirScale Dual RRH 4T4R 320W B66A-RRH4x45 CPRI/DC CPRI/DC Raycap D C6-48-60-18-8 F CPRI/DC (AH L BA) CPRI/DC CPRI/DC AL Raycap D C6-48-60-18-8 F Raycap D C6-48-60-18-8 F RECEIVED 2/10/2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT --------------------- 1 1 1 I � 1 1 1 I 1 � � 1 Power Plant LTE 5G HB LB HB LB AEQK HB LB HB LB HB HB RET RET Lj III L? L -1 L -1 L -J L -J B25 RRH4X30- AirScale RRH 4T4R B5 4R 160W AHCA RRH4x25-WCS-4R B12/B14 AirScale Dual RRH 4T4R 320W B66A-RRH4x45 CPRI/DC CPRI/DC Raycap DC6-48-60-18-8F CPRI/DC (AH L BA) CPRI/DC CPRI/DC 0 Kos Raycap DC6-48-60-18-8 F Raycap DC6-48-60-18-8 F RECEIVED 2/10/2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 1 1 1 1 1 1 1 1 1 Power Plant LT E 5G I] HB LB HB LB AEQK HB LB HB LB HB HB RET Lis RET B25 RRH4X30- 4R S Aircale RRH 4T4R B5 160W AHCA RRH4x25-WCS-4R B12/B14 AirScale Dual RRH 4T4R 320W B66A-RRH4x45 CPRI/DC CPRI/DC Raycap DC6-48-60-18-8F CPRI/DC (AH L BA) CPRI/DC CPRI/DC Raycap DC6-48-60-18-8 F Raycap DC6-48-60-18-8 F RECEIVED 2/10/2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ---------------------- 1 1 I 1 1 1 � � 1 Power Plant LT E 5G SITE INFORMATION CROWN CASTLE.- TOWER HEIGHT / TYPE TOWER LOCATION: DATUM: (NAD 1983) MOUNT DESIGN DRAWINGS SITE ADDRESS: 22510 76TH AVENUE WEST EDMONDS, WA 98026 SNOHOMISH COUNTY, USA ATTENTION ALL CONTRACTORS, ANYTIME YOU ACCESS A CROWN SITE FOR ANY REASON YOU ARE TO CALL THE CROWN NOC UPON ARRIVAL AND DEPARTURE, DAILY AT 800-788-7011 PERFORMED WORK SHALL NOT DAMAGE ANY EXISTING STRUCTURE, MOUNTS, SAFETY CLIMB, OR EQUIPMENT WHILE ON SITE. SHOULD DAMAGE OCCUR, CONTACT CROWN FOR AT EORAPPROVAL()CROWNCASTLE.COM. THE INTEGRITY OF THE WIRE ROPE SAFETY CLIMB SYSTEM SHALL BE CONSIDERED DURING ALL STAGES OF DESIGN, INSTALLATION, AND INSPECTION. TOWER REINFORCEMENTS AND EQUIPMENT INSTALLATIONS SHALL NOT COMPROMISE THE LOOK ANY WIRE SAFETY INTEGRITY OR NAL PE USE CLIMB ON THHE STRUCTDURE. TH SDSHALL INCLUDED, BUT NOT BE TO: PINCHING OF THE WIRE ROPE, BENDING OF THE UPSLIMITED R WIRE ROPE FROM ITS SUPPORTS, DIRECT CONTACT OR CLOSE LjWEAR, PROXIMITY TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL OR IMPACT TO THE ANCHORAGE POINTS IN ANY WAY. ANY COMPROMISED SAFETY CLIMB MUST BE REPORTED TO YOUR CROWN POC FOR RESOLUTION, INCLUDING EXISTING SAFETY CLIMB: 'LOOK UP' CONDITIONS. DOCUMENTS INCLUDED I SHEET NUMBER DESCRIPTION S-1 TITLE PAGE S-2 NOTES S-3 MOUNT VIEWS & MODIFICATION SCHEDULE S-4 PART DETAILS 1. CROWN TSA HOLLY BOELHAUF (206) 336-3217 HOLLY.BOELHAUF@CROWNCASTLE.COM 2055 S. STEARMAN DRIVE CHANDLER, AZ 85286 2. KIMLEY-HORN & ASSOCIATES DESIGN ENGINEER (EOR) MICHAEL OGLESBY, P.E. (919) 677-2054 MICHAEL.OGLESBY@KIMLEY-HORN.COM 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, NC 27601 150 FT MONOPOLE TOWER LAT N 47' 47' 39.33" LONG W 122a 20' 11.29" 22510 76TH AVENUE WEST EDMONDS, WA 98026 SNOHOMISH COUNTY, USA RECEIVED 2/10/2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Kimley*Horn THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF CROWN CASTLE. IT IS PRODUCED SOLELY FOR USE BY CROWN CASTLE AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF CROWN CASTLE. 8/23/2021 CONSTRUCTION MLO DATE DESCRIPTION BY REVISIONS CARRIER: AT&T MOBILITY SITE NAME: EDMONDS ESPERANCE BU NUMBER: 842250 ��-- 0G% %�Dr�E' gd�ajrlSj� S� I✓d �4Y 1I SITE ADDRESS: 22510 76TH AVENUE WEST EDMONDS,WA98026 SNOHOMISH COUNTY. USA ro,A� �TE:�� ,(��IVZpNvW-� " KIMLEY-HORN AND ASSOCIATES, INC 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, NC 27601 PHONE: 919-677-2000 WWW.KIMLEY-HORN.COM KHA COA#-.954 DFT BY: CLS DATE:08/23/21 1 DFT/QA BY: ZAM DATE:08/23/21 ENG/QA BY: ZAM DATE:08/23121 EOR: MLO KHA PROJECT NUMBER 019558055 / KHRAL-14464 TITLE SHEET S-1 I u This document, together with the concepts and designs presented herein, as an instrument of s—ics, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Ham and Associates, Inc. Copyright Kimley—Ham and Associates, Inc., 2020 1.00 GENERAL NOTES 1.01 ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS AND SPECIFICATIONS. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE STATE, LOCAL AND NATIONAL CODES, ORDINANCES AND OR REGULATIONS APPLICABLE TO THIS PROJECT. 1.02 THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE PROJECT MANAGER AND/OR ENGINEER AND BE RESOLVED BEFORE PROCEEDING WITH WORK WHERE THERE IS A CONFLICT BETWEEN DRAWING AND SPECIFICATIONS. 1.03 ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE PROJECT MANAGER AND/OR ENGINEER OF RECORD SO THAT PROPER REVISIONS MAY BE MADE. MODIFICATION OF DETAILS OR CONSTRUCTION SHALL NOT BE MADE WITHOUT WRITTEN APPROVAL OF THE PROJECT MANAGER AND/OR ENGINEER OF RECORD. 1.04 CONTRACTOR SHALL REVIEW AND BE FAMILIAR WITH SITE CONDITIONS AS SHOWN ON THE ATTACHED SITE PLAN AND/OR SURVEY DRAWINGS. 1.05 CONTRACTOR TO PROVIDE DUMPSTER AND PORTABLE TOILET FACILITY DURING CONSTRUCTION. 1.06 CONSTRUCTION WASTE MAY NEITHER BE BURNED NOR BURIED AND MUST BE TAKEN TO AN APPROVED LANDFILL. 1.07 SECURITY TO THE SITE SHALL BE MAINTAINED AT ALL TIMES. 2.00 STRUCTURAL STEEL NOTES 2.01 STRUCTURAL STEEL SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS UNO: A. STRUCTURAL STEEL SHAPES, PLATES AND BARS. (EXPECT W-SHAPES) - ASTM A36, Fy=36 KSI B. PIPE - ASTM A53, GRADE B, Fy=35 KSI. C. HSS-SHAPES - ATSM A500, GRADE B, Fy = 42 KSI (ROUND) Fy = 46 KSI (RECTANGLE) D. ANCHOR RODS - ASTM F1554, GRADE 55 E. ALL THREAD RODS - ASTM F1554, GRADE 105 F. STRUCTURAL BOLTS Y2"O AND LARGER - ASTM A325 G. STRUCTURAL BOLTS SMALLER THAN Y2"0 DIMENSIONS: ASME B18.2.1 MATERIAL SAE J429 GRADE 5 THREADING: ASME B1.1, UNC, CLASS 2A FINISH: HOT -DIP GALVANIZED OR ZINC -PLATED H. NUTS FOR BOLTS/ALL-THREAD - ASTM A563 (THREADING TO MATCH BOLT) I. WASHERS FOR BOLTS/ALL THREADS - ASTM F436 J. W & WT SHAPES - ASTM A36 - Fy-36 KSI. ALTERNATE SPEC: ASTM (IF OTHER SPEC IS UNAVAILABLE). 2.02 STRUCTURAL BOLTS SHALL CONFORM TO THIS NOTE. ALL BOLT HOLES SHALL BE STANDARD SIZE BOLT HOLES PER AISC 360, UNLESS OTHERWISE NOTED. ALL HOLES SHALL BE SHOP DRILLED OR SUB -PUNCHED AND REAMED. BURNING OF HOLES IS NOT PERMITTED, WHERE SLOTTED OR OVERSIZE HOLES ARE SPECIFIED ON THE DRAWINGS, EXTRA -THICK ASTM F436 PLATE WASHERS SHALL BE USED (VIB" MINIMUM THICKNESS) WITH A DIAMETER SUITABLE TO COVER THE EXTENTS OF THE SLOT OF HOLE. BOLTS SHALL BE HEAVY -HEX WHERE AVAILABLE IN THE SIZE AND GRADE SPECIFIED. 2.03 ALL STEEL HARDWARE, INCLUDING ADHESIVE OR EMBEDDED ANCHOR BOLTS AND THEIR ACCESSORIES, SHALL BE HOT -DIP GALVANIZED IN ACCORDANCE WITH ASTM A153 (EXCEPT BOLTS SMALL THAN Y2" SHALL CONFIRM TO FE/ZN 3 AS PER ASTM F1941 WHERE HOT -DIP GALVANIZED IN ACCORDANCE WITH ASTM A123. REPAIR DAMAGE TO GALVANIZED COATINGS USING ASTM A780 PROCEDURES WITH A ZINC RICH PAINT (SUCH AS ZRC GALVILITE) FOR GALVANIZING DAMAGED BY HANDLING, TRANSPORTING, CUTTING, WELDING, OR BOLTING. DO NOT HEAT SURFACES TO WHICH REPAIR PAINT HAS BEEN APPLIED. CALL OUT HOLES REQUIRED FOR HOT -DIP GALVANIZING ON SHOP DRAWINGS. 2.04 WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1 "STRUCTURAL WELDING CODE - STEEL". WELD ELECTRODES SHALL BE E80XX. UNLESS OTHERWISE NOTED PROVIDE CONTINUOUS FILLET WELDS WITH MINIMUM SIZE OF 3/16" OR OF A SIZE EQUAL TO THE THICKNESS OF THE THINNER WELD LEG SIZE SHALL BE ADJUSTED AS REQUIRED TO MAINTAIN THE EFFECTIVE THROAT OF A 3/6" FILLET WELD IN A 90• JOINT. ALL WELD SIZES SHOWN IN INCHES. 2.05 PRIOR TO WELDING, THE CONTRACTOR SHALL SUBMIT CERTIFICATION FOR EACH WELDER STATING THE TYPE OF WELDING AND POSITIONS QUALIFIED FOR, THE CODE AND PROCEDURE QUALIFIED UNDER, STATE QUALIFIED, AND THE FIRM AND INDIVIDUAL CERTIFYING THE QUALIFICATION TESTS. THIS INFORMATION SHALL BE SUBMIT TO THE MODIFICATION INSPECTOR (SEE SHEET N-3) AS WELL AS ANY THIRD -PARTY CERTIFIED WELD INSPECTOR (CWI). 2.06 MEMBERS SHALL BE SHOP -FABRICATED AND WELDED TO THE EXTENT PRACTICABLE IN ORDER TO REDUCE FIELD INSTALLATION COSTS. 3.00 MODIFICATION NOTES 3.01 THESE MODIFICATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE GOVERNING PROVISIONS OF TIA EIA-222 ASCE 7 AWS ACI AND AISC. MATERIALS AND SERVICES PROVIDED BY THE CONTRACTOR SHALL CONFORM TO THE ABOVE MENTIONED CODES AND CONTRACT SPECIFICATIONS. 3.02 ALL MATERIALS UTILIZED FOR THIS PROJECT MUST BE NEW AND FREE OF ANY DEFECTS. 3.03 ALL PRODUCT OR MATERIAL SUBSTITUTIONS PROPOSED BY THE CONTRACTOR SHALL BE APPROVED IN WRITING BY THE ENGINEER OF RECORD. CONTRACTOR SHALL PROVIDE DOCUMENTATION TO ENGINEER SUITABLE TO DETERMINE IF THE SUBSTITUTE IS ACCEPTABLE FOR USE AND MEETS THE ORIGINAL DESIGN CRITERIA. DIFFERENCES FROM THE ORIGINAL DESIGN, INCLUDING; MAINTENANCE, REPAIR, AND REPLACEMENT, SHALL BE NOTED. ESTIMATES OF COSTS/CREDITS ASSOCIATED WITH THE SUBSTITUTION (INCLUDING RE -DESIGN COSTS AND COSTS TO SUB -CONTRACTORS) SHALL BE PROVIDED TO THE ENGINEER. CONTRACTOR SHALL PROVIDE ADDITIONAL DOCUMENTATION AND/OR SPECIFICATION TO THE ENGINEER AS REQUESTED. 3.04 PROVIDE STRUCTURAL STEEL SHOP DRAWINGS(S) TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. 3.05 UNLESS NOTED OTHERWISE, ALL NEW MEMBERS AND REINFORCING SHALL MAINTAIN THE EXISTING MEMBER WORK AND NOT INTRODUCE ECCENTRICITIES INTO THE STRUCTURE. 3.06 ANY CONTRACTOR -CAUSED DAMAGE TO PROPERTY OF THE LAND OWNER, PROPERTY OF THE CUSTOMER, SITE FENCING OR GATES, ANY AND ALL UTILITY AND/OR SERVICE LINES, SHOWN OR NOT SHOWN ON THE PLANS SHALL BE REPAIRED OR REPLACED AT THE SOLE COST OF THE CONTRACTOR AND SHALL BE ADDRESSED BY THE CONTRACTOR WITH THE COMPANIES THAT OWN THE DAMAGED ITEMS. 4.00 CONTRACTOR NOTES 4.01 PRIOR TO BEGINNING CONSTRUCTION, ALL CONTRACTORS AND SUBCONTRACTORS MUST ACKNOWLEDGE IN WRITING TO STRUCTURE OWNER THAT THEY HAVE OBTAINED, UNDERSTAND, AND WILL FOLLOW STRUCTURE OWNER STANDARDS OF PRACTICE, CONSTRUCTION GUIDELINES, ALL SITE AND STRUCTURE SAFETY PROCEDURES, ALL PRODUCT LIMITATIONS AND INSTALLATION PROCEDURES USED ON SITE, AND PROPOSED MODIFICATION DESCRIBED RECEIPT OF ACKNOWLEDGEMENT MUST OCCUR PRIOR TO BEGINNING CONSTRUCTION OF CLIMBING. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE THE DOCUMENTATION FOR STRUCTURE OWNER ON COMPANY LETTERHEAD AND THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN THIS DOCUMENTATION FROM ANY SUBCONTRACTORS (ON SUBCONTRACTOR LETTERHEAD) AND DELIVER IT TO THE STRUCTURE OWNER. 4.02 IF THE CONTRACTOR DISCOVERS ANY EXISTING CONDITIONS THAT ARE NOT REPRESENTED ON THESE DRAWINGS, OR ANY CONDITIONS THAT WOULD INTERFERE WITH THE INSTALLATION OF THE MODIFICATIONS, THE ENGINEER OF RECORD SHALL BE CONTACTED IMMEDIATELY TO EVALUATE THE SIGNIFICANCE OF THE DEVIATION. 4.03 THE CONTRACTOR SHALL SOLICIT AND HIRE THE SERVICES OF A QUALIFIED MODIFICATIONS INSPECTOR PRIOR TO BEGINNING CONSTRUCTION, THE MODIFICATION INSPECTOR MAY BE AN EMPLOYEE OF THE CONTRACTORS FIRM; HOWEVER, THE INSPECTOR'S ONLY DUTIES SHALL BE INSPECTION, TESTING, AND REPORT CREATION AS REQUIRED ON THE "MODIFICATION INSPECTION NOTES" SHEET. IT IS ALSO ACCEPTABLE FOR THE CONTRACTOR TO SUBCONTRACT THE MODIFICATION INSPECTOR DUTIES TO A THIRD PARTY FIRM MEETING THE ABOVE REQUIREMENTS. 4.04 THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD AND TOWER OWNER OF THE PLANNED CONSTRUCTION & INSPECTION SCHEDULE, AS WELL AS ANY CHANGES TO THE SCHEDULE, WITHIN TWO BUSINESS DAYS OF COMPLETION OF THE SCHEDULE REVISION BOTH PRIOR TO BEGINNING CONSTRUCTION AND DURING CONSTRUCTION AS THE SCHEDULE CHANGES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD WHEN PHASES OF CONSTRUCTION HAVE BEEN MOVED UP AND SHALL GIVE THE ENGINEER ADEQUATE NOTICE SO THE ENGINEER OF RECORD MAY, AT THEIR DISCRETION, INSPECT PORTIONS OF THE WORK DEEMED CRITICAL TO THE INTEGRITY OF THE STRUCTURE. FAILURE TO PROVIDE THIS NOTICE MAY RESULT IN REJECTION OF THE CONTRACTOR'S WORK. THE CONTRACTOR SHALL ALSO NOTIFY THE ENGINEER OF RECORD AND THE STRUCTURE OWNER WHEN THE WORK HAS BEEN COMPLETED WITHIN 2 BUSINESS DAYS OF THE COMPLETION OF THE WORK AND ASSOCIATED MODIFICATION INSPECTIONS & TESTING. 4.05 IT IS ASSUMED THAT ANY STRUCTURAL MODIFICATION WORK SPECIFIED IN THESE PLANS WILL BE ACCOMPLISHED BY KNOWLEDGEABLE WORKMEN WITH TOWER/BUILDING CONSTRUCTION EXPERIENCE. THIS INCLUDES PROVIDING THE NECESSARY CERTIFICATIONS TO THE STRUCTURE OWNER AND ENGINEER INCLUDING BUT NOT LIMITED TO QUALIFIED WELDER CERTIFICATES, CERTIFIED WELDING INSPECTOR CREDENTIALS, ETCETERA. 4.06 THESE DRAWINGS DO NOT INDICATE THE METHOD OF CONSTRUCTION, THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION METHODS, MEANS, TECHNIQUES, SEQUENCES AND PROCEDURES. 4.07 CONTRACTOR SHALL WORK WITHIN THE LIMITS OF THE STRUCTURE OWNER'S PROPERTY OF LEASE AREA AND APPROVED EASEMENT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WORK IS WITHIN THESE BOUNDARIES. CONTRACTOR SHALL EMPLOY A SURVEYOR AS REQUIRED. ANY WORK OUTSIDE THESE BOUNDARIES SHALL BE APPROVED IN WRITING BY THE LAND OWNER PRIOR TO MOBILIZATION. CONSTRUCTION STAKING AND BOUNDARY MARKING IS THE RESPONSIBILITY OF THE CONTRACTOR. 4.08 DO NOT SCALE DRAWINGS. CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS, CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OR ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR THE SAME. 5.00 BOLT TIGHTENING PROCEDURE 5.01 TIGHTEN BOLTS BU AISC- "TURN OF THE NUT" METHOD, USING THE CHART BELOW: BOLT LENGTHS UP TO & INCLUDING 4 0 )2" BOLTS UP TO & INCLUDING 2" LENGTH %" BOLTS UP TO & INCLUDING 2Y2" LENGTH BOLTS UP TO & INCLUDING 3" LENGTH 7/8" BOLTS UP TO & INCLUDING 3Y2" LENGTH 1" BOLTS UP TO & INCLUDING 4" LENGTH 1Y8" BOLTS UP TO & INCLUDING 4Y2" LENGTH 1Y4" BOLTS UP TO & INCLUDING 5" LENGTH 1Y2" BOLTS UP TO & INCLUDING 6" LENGTH +1/3 TURN BEYOND SNUG TIGHT +1/3 TURN BEYOND SNUG TIGHT +1/3 TURN BEYOND SNUG TIGHT +1/3 TURN BEYOND SNUG TIGHT +1/3 TURN BEYOND SNUG TIGHT +1/3 TURN BEYOND SNUG TIGHT +1/3 TURN BEYOND SNUG TIGHT +1/3 TURN BEYOND SNUG TIGHT BOLT LENGTH OVER 4 0 BUT NOT EXCEEDING 8 0 BOLTS 4.25" TO 6.0" LENGTH +1/2 TURN BEYOND SNUG TIGHT BOLTS 3.75" TO 7.0" LENGTH +1/2 TURN BEYOND SNUG TIGHT 1' BOLTS 4.25" TO 8.0" LENGTH +1/2 TURN BEYOND SNUG TIGHT 1Y8" BOLTS 4.75" TO 9.0" LENGTH +1/2 TURN BEYOND SNUG TIGHT 1Y4" BOLTS 5.25" TO 10.0" LENGTH +1/2 TURN BEYOND SNUG TIGHT 1Y2" BOLTS 6.25" TO 12.0" LENGTH +1/2 TURN BEYOND SNUG TIGHT BEFORE 1/3 TURN AFTER 1/3 TURN 5.02 SPLICE BOLTS SUBJECT TO DIRECT TENSION SHALL BE INSTALLED AND TIGHTENED AS PER SECTION 8(d)(1) OF THE AISC MANUAL OF STEEL CONSTRUCTION. THE INSTALLATION PROCEDURE IS PARAPHRASED AS FOLLOWS: "FASTENERS SHALL BE INSTALLED IN PROPERY ALIGHNED HOLES AND BE TIGHTENED BY ONE OF THE METHODS DESCRIBED IN SUBSECTION 8(d)(1) THROUGH 8(d)(4). 8(d)(1) TURN -OF -THE -NUT TIGHTENING BOLTS SHALL BE INSTALLED IN ALL HOLES OF THE CONNECTION AND BROUGHT TO A SNUG TIGHT CONDITION. SNUG TIGHT IS DEFINED AS THE TIGHTNESS THAT EXISTS WHEN THE PLIES OF A JOINT ARE IN FIRM CONTACT. THIS MAY BE OBTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH. SNUG TIGHTENING SHALL PROGRESS SYSTEMATICALLY UNTIL ALL THE BOLTS ARE SIMULTANEOUSLY SNUG TIGHT AND THE CONNECTION IS FULLY COMPACTED. FOLLOW THIS INITIAL OPERATION ALL BOLTS IN THE CONNECTION SHALL BE TIGHTENED FURTHER BY THE APPLICABLE AMOUNT OF ROTATION OF THE PART NOT TURNED BY THE WRENCH. TIGHTENING SHALL PROGRESS SYSTEMATICALLY ALLOWABLE ANGLE COPESOLE CROWN SPACER PLATE MATCH EXISTING GUSSETS NOMINAL BOLT HOLE N �a (TYP) WORKABLE GAGES - LEG 4 3J¢ 3 Y2 2 13/q GAGE 2Y2 2 13/q 1% 1J� 1 (NOMINAL HOLE DIM'SI BOLT 0 STANDARD HOLE 0SHORT SLOT 1� i2"O w6 0 9(6 X IX6 5%„0 iYis"m We x %. 3/a"O 1346''0 %s x t" %1.0 1%61'0 1%. x 1Yb" t"m tYls'm tlfs" x 4fs Kimley>>> Horn 1.5 X L THIS DRAWING IS COPYRIGHTED AND IS THE PROPERTY MAX. PRODUCED SOLELYFOROR USE BYS DO NOT COPE BEYOND THIS LINE, COPED TYp, � PORTION OF BOLT HOLE �[ ANGLE IBOLT EDGE & SPACING( BOLT Ib MIN. EDGE SPACING V„m tv„m t%. 3/a"m tYa"m 2Y4' 3�„o 1Y�„O 2%. 1 "0 13/q"0 3"SPACING MIN. EDGE 00 � II Th :L. �*t6 5� 3� �''ISTER sS1pNaLvW_�� RECEIVED 211012022 CITY OF EDMONDS DEVELOPMENT KIMLEY-HORN AND ASSO6FAft§E§EPARTMENT 421 FAYETTEVILLE STREET, Suitt 600 RALEIGH, NC 27601 PHONE: 919-677-2000 CARRIER: AT&T MOBILITY SITE NAME: EDMONDS ESPERANCE BU NUMBER: 842250 SITE ADDRESS: 22510 76TH AVENUE WEST EDMONDS, WA 98026 SNOHOMISH COUNTY. USA DFT BY: CLS DATE:08/23/21 DFT/QA BY: ZAM DATE:08/23/21 ENG/QA BY: ZAM DATE:08/23121 EOR: MLO KHA PROJECT NUMBER 019558055 / KHRAL-14464 NOTES S-2 ro KHA COAjJ:954 is document, together with the concepts and designs presented herein, as an instrument of s-ice, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance an this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall he without liability to Kimley-Ham and Associates, Inc. Copyright Kimley-Ham and Associates, Inc., 2020 MODIFICATION SCHEDULE SITE PRO 1 PRK-SFS-NA 10'-0" L2.5X2.5X4 REINFORCEMENT ANGLE, FIELD CUT TO LENGTH SEE: 1 /S-4 MOUNT PLAN VIEW SCALE: N.T.S. ■ J _.._ ..._ ....(-SFS-NA 10'-0" L2.5X2.5X4 REINFORCEMENT ANGLE, FIELD CUT TO LENGTH SEE: 1 /S-4 MOUNT ELEVATION VIEW SCALE: N.T.S. NO. ELEVATION SCOPE MATERIAL NOTES ❑1 147'f INSTALL PROPOSED STABILIZER KIT TO EXISTING FACE HORIZONTAL. CONNECT STABILIZER KIT 6" FROM EACH MEMBER END. CONNECT STABILIZER KiT TO TOWER SHAFT A MINIMUM OF 4'-0" (1) SITE PRO 1 PRK-SFS-NA (6) 10'-0" L2.5X2.5X4 S-4 BELOW PLATFORM COLLAR, INCREASE DISTANCE TO AVOID CONFLICTS WITH MOUNT. REINFORCEMENT ANGLE, FIELD CUT TO LENGTH DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS, CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OR ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR THE SAME. SITE PRO 1 PRK- 10'-0" L2, REINFORCEMENT ANGLE, FIELD CUT TO LENGTH SEE: 1 /S-4 MOUNT ISOMETRIC VIEW SCALE: N.T.S. CONSTRUCTION NOTES 1. SCOPE OF WORK MUST BE COMPLETED AT NAND SPEEDS < 20 MPH. 2. ALL DIMENSIONS ARE APPROXIMATE, CONTRACTOR SHOULD FIELD VERIFY ALL DIMENSIONS BEFORE FABRICATION OF STEEL AND COMMENCEMENT OF WORK. FIELD CUT MEMBERS AS REQUIRED. 8/23/20211 CONSTRUCTION DATE DESCRIPTION REVISIONS L. pCyl� VAS�,1, S� N&t� 5' GISTER� SSIpNALE�� KIMLEY—HORN AND ASSOCIATES, INC 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, INC 27601 PHONE: 919-677-2000 RECEIVED 2/10/2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT KimleyoHorn THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF CROWN CASTLE. T IS PRODUCED SOLELY FOR USE BY CROWN CASTLE AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF CROWN CASTLE. CARRIER: AT&T MOBILITY SITE NAME: EDMONDS ESPERANCE BU NUMBER: 842250 SITE ADDRESS: 22510 76TH AVENUE WEST EDMONDS, WA 98026 SNOHOMISH COUNTY, USA DFT BY: CLS DATE:08/23/21 I DFT/QA BY: ZAM DATE:08/23/21 I I ENG/QA BY: ZAM DATE:08/23/21 I EOR: MILO KHA PROJECT NUMBER 019558055 / KHRAL-14464 MOUNT VIEWS & MODIFICATION S-3 r-O This document, together with the concepts and designs presented herein, as an instrument of smite, is Intended only for the speai6c purpose and client for which it was prepared. Reuse of and Improper reliance an this document without written authorization and adaptation by Kimley—Hom and Associates. Inc. shall be without liability to Kimley—Ham and Associates, Inc. Copyright Kimley—Ham and Associates, Inc.. 2020 /\ B / V A VA \ A DETAIL B SITE PRO 1 PRK-SFS-NA SCALE: N.T.S. 8/23/20211 CONSTRUCTION DATE DESCRIPTION REVISIONS KIMLEY—HORN AND ASSOCIATES, INC 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, NC 27601 PHONE: 919-677-2000 WWW.KIMLEY—HORN.COM KHA COAA:954 RECEIVED 2/10/2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT KimleyoHorn THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF CROWN CASTLE. T IS PRODUCED SOLELY FOR USE BY CROWN CASTLE AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF CROWN CASTLE. CARRIER: AT&T MOBILITY SITE NAME: EDMONDS ESPERANCE BU NUMBER: 842250 SITE ADDRESS: 22510 76TH AVENUE WEST EDMONDS, WA 98026 SNOHOMISH COUNTY, USA DFT BY: CLS DATE:08/23/21 DFT/QA BY: ZAM DATE:08/23/21 ENG/QA BY: ZAM DATE:08/23/21 EOR: MLO KHA PROJECT NUMBER 019558055 / KHRAL-14464 PART DETAILS �m This document, together with the concepts and designs presented herein, as an instmmenl of smite, is Intended only for the specific purpose and client for which K was prepared. Reuse of and Improper reliance an this document without written authorization and adaptation by Kimisy—Hom and Associates. Inc. shall be without liability to Kimley—Ham and Associates, Inc. Copyright Kimley—Horn and Associates, Inc.. 2020