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Home My WebLink AboutB23-1873 RC3 Plans 1 or JURISDICTIONAL APPROVAL: vrerizon VERIZON PSLOC # : 714668 VERIZON MDG LOCATION ID : 5000900964 VERIZON FUZE PROJECT ID : 16898859 BUSINESS UNIT II : 827208 1110 W EAST AVE VERIZON SITE NAME : SITE ADDRESS :NW CHICOCHICO, CA 95926 SITE TYPE :• SELF SUPPORT TOWER COUNTY: BUTTE , URISDICTION : ■COUNTY OF BUTTE CA. 130 ' -O " TONER HEIGHT • VERIZON INITIAL BUILDIverizortil 1 2785 MITCHELL DR, BLDG 9 WALNUT CREEK, CA 94598 e 1 I 1 I 1 SITE INFORMATION DRAWING INDEX LOCATION MAP CROWN C4rUt , _ :dimly lrUfltel ■ Cr:0 CASTLE CROWN CASTLE USA INC. SA534 HWY 99 & WILSON LAN SHEET # SHEET DESCRIPTION Franks CO9 STORAGE & UHAU Lam,. SITE NAME: QCRBR Property Damage 1505 WESTLAKF, AVENUE NORTH, SUITE 800 T-1 TITLE SHEET y Services - Restoration... 41/ SEATTLE, WA 98109 SITE ADDRESS: 1110 W EAST AVE r' CHICO, CA 95926 T-2 GENERAL NOTES Green Fire Hydroponics0,. •��•••�• COUNTY: BUTTE SI-1 SPECIAL INSPECTION /7/4fre * 4"• .- Trylon .. MAP/PARCEL #: 042-070-197-000 _ • • C 1.1 OVERALL SITE PLAN North State Water .Ideal Steel Buildings • • • AREA OF CONSTRUCTION: EXISTING C-1.2 SITE PLAN9 1825 W. WALNUT HILL LANE, SUITE 120 LATITUDE: 39.745968 kV Kennedy Ave Treatfent SerViCe Kennedy Ave Collectors ink 69 Kennedy ve4 IRVING, TEXAS 75038 LONGITUDE: -121.882471 C-2 EXISTING & NEW ELEVATION LAT/LONG TYPE: NAD83 C-3 ANTENNA PLANS & CABLE SCHEDULE CHICOFENCE 9 '� ` T ' Care uto ♦ VERIZON MDG LOCATION ID: GROUND ELEVATION: 173FT C-4 - C-5.1 EQUIPMENT & MOUNTING SPECS Da' 5000900964 CURRENT ZONING: N/A C-6 EQUIPMENT & MOUNTING SPECS C-hevron Power Mart VERIZON PSLOC#: 714668 JURISDICTION: COUNTY OF BUTTE, CA &C-7 EQUIPMENT & MOUNTING SPECS East2 Mini Storage9 JP BU #: 827208 OCCUPANCY CLASSIFICATION: U TYPE OF CONSTRUCTION: IIB C-8 EQUIPMENT LAYOUT & DETAILS SA534 HWY 99 & WILSON LAN izo'.�` 1110W EAST AVE A.D.A. COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR C-9 GENERATOR SPECIFICATIONS HUMAN HABITATION C-10 & C-11 CONSTRUCTION SPECIFICATIONS 0 - CHICO, CA 95926 PROPERTY OWNER: CHICO LELAND STANFORD c EXISTING 130 -0 SELF SUPPORT MASONIC TEMPLE ASSN E-1 OVERALL CONDUIT LAYOUT F CHICO CA 95926 E-2 EQUIPMENT .UIPMENT CONDUIT LAYOUT z Quick Sto {1. TOW .R NO SCALE TOWER OWNER: CROWN CASTLE E-3 ELECTRICAL DETAILS 1 0' 2000 CORPORATE DRIVE CANONSBURG, PA 15317 E-4 SINGLE-LINE DIAGRAM, AC PANEL SCHEDULE I ISSUED FOR: N. CARRIER/APPLICANT: VERIZON WIRELESS G-1 GROUNDING PLAN REV DATE DRWN DESCRIPTION DES./QA G-2 GROUNDING DETAILS N Linda Ave A 07/13/22 SKY PRELIMINARY EAN G-3 GROUNDING DETAILS 0 10/21/22 SKY FINAL AMT ELECTRIC PROVIDER: PACIFIC GAS & ELECTRIC G-4 GROUNDING DETAILS 1 02/09/23 SKY FINAL AMT ATTACHED SITE SURVEY 2 03/29/23 SKY FINAL AMT TELCO PROVIDER: AT&T -- ` 3 05/22/23 SKY FINAL AMT e \ r 1 ALL DRAWINGS CO SHALL VERIFY AREFORMATTEDTOR CONTRACTOR PMI REQUIREMENTS APPLICABLE CODES/REFERENCE 4 06/14/23 SKY FINAL AMT 22X34.CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY 5 06/22/23 TFL FINAL AMT DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR - ` BE RESPONSIBLE FOR S . J DOCUMENTS 6 07/24/23 TFL FINAL AMT PROJECT DESCRIPTION https://pmi.vzwsmart.com /pmi.vzwsmart.com 6 07/24/23 TFL FINAL AMT PMI ACCESSED AT ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH 6 08/26/23 TFL FINAL AMT SMART TOOL VENDOR THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL % ` THE PURPOSE OF THIS PROJECT IS TO ENHANCE PROJECT NUMBER GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT / ♦ BROADBAND CONNECTIVITY AND CAPACITY TO THE WORK NOT CONFORMING TO THESE CODES: EXISTING ELIGIBLE WIRELESS FACILITY. VzW LOCATION CODE (PSLC) 714668 PROJECT TEAM CODE TYPE CODE BUILDING 2022 CALIFORNIA BUILDING CODE (CBC) TOWER SCOPE OF WORK: MECHANICAL 2022 CALIFORNIA MECHANICAL CODE (CMC) A&E FIRM: TRYLON • INSTALL (6) ANTENNAS PLUMBING 2022 CALIFORNIA PLUMBING CODE (CPC) 1825 W. WALNUT HILL LANE, SUITE 120 • INSTALL (6) RRHs ELECTRICAL 2022 CALIFORNIA ELECTRICAL CODE (CEC) IRVING, TEXAS 75038 • INSTALL (3) COMMSCOPE SFG23HDX-12-4-96 SECTOR FIRE 2022 CALIFORNIA FIRE CODE (CFC) FRAMES ENERGY 2022 CALIFORNIA ENERGY CODE (CENC) • INSTALL (2) 6X12 HYBRID CABLES GREEN BUILDING 2022 CALIFORNIA GREEN BUILDING STANDARDS CROWN CASTLE 4301 HACIENDA DRIVE, SUITE 410 • INSTALL (1) OVP A USA INC. DISTRICT PLEASANTON, CA 94588 7 'm • • *- 1" : CONTACTS: GROUND SCOPE OF WORK: STRUCTURAL ANALYSIS: CROWN CASTLE RYAN GROBMEIER - PROJECT MANAGER • INSTALL (1) ERICSSON 6630 BBU DATED: AUGUST 29, 2022 RYAN.GROBMEIER@CROWNCASTLE.COM • INSTALL (1) ERICSSON 6648 BBU MOUNT ANALYSIS: TBD RICHARD GRIFFITH - CONSTRUCTION MANAGER • INSTALL (1) RACK MOUNTED OVP RICHARD.GRIFFITH@CROWNCASTLE.COM • INSTALL (1) 6'-0" X 9'-11" CONCRETE EQUIPMENT PAD DATED: TBD • INSTALL (1) 11'-0" X 9'-4" CONCRETE EQUIPMENT PAD N > RFDS REVISION: N/A IT IS A VIOLATION OF LAW FOR ANY PERSON, • INSTALL (1) 30KW BACKUP GENERATOR DATED: 6/17/2022 UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, • INSTALL (1) EQUIPMENT H-FRAME MOUNT MODIFICATION REQUIRED N ORDER ID: 615108 TO ALTER THIS DOCUMENT. • INSTALL (1) ILC CABINET W/ INTEGRATED ATS REVISION: 0 % / • INSTALL (1) BATTERY CABINET SHEET NUMBER: REVISION: • INSTALL (1) RF CABINET VzW APPROVED SMART KIT VENDORS CALL CALIFORNIA ONE CALL TALL ((1) 200A M TER SOCKET W/ DISCONNECT �IV (800) 227-2600ir PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CALL 3 WORKING DAYS o uP "CONTACT THE CROWN NOC AT (800) 788-7011 & CROWN REFER TO MOUNT MODIFICATION DRAWINGS PAGE FOR �r� BEFORE You DIG! — ` CONSTRUCTION MANAGER VzW SMART KIT APPROVED VENDORS 1 / ` J e 1 .. CROWN CASTLE USA INC. SITE ACTIVITY REQUIREMENTS: GENERAL NOTES: ELECTRICAL INSTALLATION NOTES: JURISDICTIONAL APPROVAL: 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 CONTRACTOR: GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION 1 . ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE TO PROCEED (NTP) AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE CARRIER: VERIZON FEDERAL, STATE, AND LOCAL CODES/ORDINANCES. SITE YOU MUST CONTACT THE CROWN CASTLE USA INC. NOC AT 800-788-7011 & THE CROWN CASTLE TOWER OWNER: CROWN CASTLE USA INC. 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED USA INC. CONSTRUCTION MANAGER. 2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY AND TRIP HAZARDS ARE ELIMINATED. 2. "LOOK UP" - CROWN CASTLE USA INC. SAFETY CLIMB REQUIREMENT: EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. IT IS 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE ASSUMED THAT THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKPEOPLE 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. CONSIDERED DURING ALL STAGES OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION, MOUNT WHO HAVE A WORKING KNOWLEDGE OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY 4.1 . ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REINFORCEMENTS, AND/OR EQUIPMENT INSTALLATIONS SHALL NOT COMPROMISE THE INTEGRITY OR ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITION OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN REQUIREMENT OF THE NATIONAL ELECTRICAL CODE. FUNCTIONAL USE OF THE SAFETY CLIMB OR ANY COMPONENTS OF THE CLIMBING FACILITY ON THE ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR 4.2. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 22,000 AIC MINIMUM. VERYIFY AVAILABLE SHORT CIRCUIT CURRENT DOES THE WIRE ROPE FROM ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH 3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHODS OF NOT EXCEED THE RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT MAY CAUSE FRICTIONAL WEAR, IMPACT TO THE ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, ADOPTED CODE PRE THE GOVERNING JURISDICTION. INTENDED USE. ANY COMPROMISED SAFETY CLIMB, INCLUDING EXISTING CONDITIONS MUST BE TAGGED OUT TECHNIQUES, SEQUENCES, AND PROCEDURES. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY FOR 5. EACH END OF EVERY POWER PHASE CONDUCTOR, GROUNDING CONDUCTOR, AND TELCO CONDUCTOR OR CABLE SHALL BE AND REPORTED TO YOUR CROWN CASTLE USA INC. POC OR CALL THE NOC TO GENERATE A SAFETY CLIMB PROTECTION OF LIFE AND PROPERTY DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2" PLASTIC ELECTRICAL TAPE WITH UV MAINTENANCE AND CONTRACTOR NOTICE TICKET. TO, BRACING, FORMWORK, SHORING, ETC. SITE VISITS BY THE ENGINEER OR HIS REPRESENTATIVE WILL NOT INCLUDE PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA. INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL OBSERVATION OF THE FINISHED STRUCTURE ONLY. 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE 3. PRIOR TO THE START OF CONSTRUCTION, ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED. 4. NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (i.e. PANEL BOARD AND THIS INCLUDES, BUT IS NOT LIMITED TO, BUILDING, ELECTRICAL, MECHANICAL, FIRE, FLOOD ZONE, DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, CIRCUIT ID'S). ENVIRONMENTAL, AND ZONING. AFTER ONSITE ACTIVITIES AND CONSTRUCTION ARE COMPLETED, ALL AND/OR AS PROVIDED FOR IN THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, 7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING TO LOCAL JURISDICTIONAL GENERAL NOTES, AND SPECIFICATIONS, THE GREATER, MORE STRICT REQUIREMENTS, SHALL GOVERN. IF FURTHER REQUIREMENTS. CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF RECORD. 8. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. 4. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING 5. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR (#14 OR LARGER) PLANS, CLIMBING PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL ASSIST IN THE FABRICATION AND/OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT IT IS THE SOLE RESPONSIBILITY WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF THE WORK CONTAINED HEREIN, AND SHALL MEET 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (#6 OR LARGER) WITH ANSI/ASSE A10.48 (LATEST EDITION); FEDERAL, STATE, AND LOCAL REGULATIONS; AND ANY APPLICABLE OF THE CONTRACTOR TO FIELD VERIFY THE DIMENSIONS, MEASUREMENTS, AND/OR CLEARANCES SHOWN IN THE TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL CONSTRUCTION DRAWINGS PRIOR TO FABRICATION OR CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. 11 . POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI-CONDUCTOR, TYPE SOOW CORD (#14 OR LARGER) UNLESS verizonvl I IF IT IS DETERMINED THAT THERE ARE DISCREPANCIES AND/OR CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE RIGGING PLANS SHALL ADHERE TO ANSI/ASSE A10.48 (LATEST EDITION) AND CROWN CASTLE USA INC. ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS POSSIBLE. OTHERWISE SPECIFIED. STANDARD CED-STD-10253, INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR 6. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE 12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI-CONDUCTOR, TYPE TC CABLE (#14 OR LARGER), WITH CLASS IV CONSTRUCTION, TO CERTIFY THE SUPPORTING STRUCTURE(S) TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED.IN ACCORDANCE WITH ANSI/TIA-322 EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND 2785 MITCHELL DR, BLDG 9 (LATEST EDITION). DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CROWN CASTLE. 5. ALL SITE WORK TO COMPLY WITH QAS-STD-10068 "INSTALLATION STANDARDS FOR CONSTRUCTION 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75° C (90° C IF AVAILABLE). WALNUT CREEK, CA 94598 ACTIVITIES ON CROWN CASTLE USA INC. TOWER SITE," CED-STD-10294 "STANDARD FOR INSTALLATION OF REGULATIONS AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE MOUNTS AND APPURTENANCES," AND LATEST VERSION OF ANSI/TIA-1019-A-2012 "STANDARD FOR ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE AND NEC. INSTALLATION, ALTERATION, AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS." OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY - 15. ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT (RMC) SHALL BE USED FOR CROWN SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. EXPOSED INDOOR LOCATIONS. 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR 8. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES Al 16. ELECTRICAL METALLIC TUBING (EMT) OR METAL-CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. CfC CASTLE SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY CROWN CASTLE USA INC. PRIOR TO LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90s AND ALL APPROVED ABOVE PROCEEDING WITH ANY SUCH CHANGE OF INSTALLATION. 9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S GRADE PVC CONDUIT. 1505 WESTLAKF, AVENUE NORTH, SUITE 800 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 18. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION SEATTLE, WA 98109 CODES, REGULATIONS AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND 10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL OCCURS OR FLEXIBILITY IS NEEDED. COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CARRIER AND CROWN CASTLE PRIOR TO PROCEEDING 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED. SET AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH WITH ANY SUCH CHANGE OF INSTALLATION. SCREW FITTINGS ARE NOT ACCEPTABLE. • ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, 11. CONTRACTOR IS TO PERFORM A SITE INVESTIGATION AND IS TO DETERMINE THE BEST ROUTING OF ALL CONDUITS FOR ••��•• 20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND Try I o n ORDINANCES AND APPLICABLE REGULATIONS. POWER, AND TELCO AND FOR GROUNDING CABLES AS SHOWN IN THE POWER, TELCO, AND GROUNDING PLAN .1 .4-r- THE NEC. �•�-�•� 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S DRAWINGS. 21 . WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS • • RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY (WIREMOLD SPECMATE WIREWAY). 9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF CROWN CASTLE USA INC. 22. SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER (PANDUIT TYPE E OR EQUAL). 1825 W. WALNUT HILL LANE, SUITE 120 10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND 23. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED STRAPS AND HANGERS. EXPLOSIVE IRVING, TEXAS 75038 WORK, SHALL BE PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DEVICES (i.e. POWDER-ACTUATED) FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE WORK, SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE DESIGNATED LOCATION. LINES OF THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES e CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN VERIZON MDG LOCATION ID: PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL A DAILY BASIS. A NEAT AND WORKMANLIKE MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E) SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO 5000900964 CONSTRUCTION SAFETY PROCEDURES. PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED VERIZON PSLOC#: 714668 11. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND PROJECT MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. SPECIFICATIONS, LATEST APPROVED REVISION. CONCRETE, FOU\DATIO\S, AND 'PEINFORCING STEEL: 24. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET BU #: 827208 12. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH AT STEEL. SHALL MEET OR EXCEED UL 50 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND NEMA 3R (OR THE COMPLETION OF THE WORK. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER BETTER) FOR EXTERIOR LOCATIONS. SA534 HWY 99 & WILSON LAN REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 1 . ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301 , ACI 318, ACI 336, ASTM A184, ASTM A185 AND 25. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED OR NON-CORRODING; SHALL MEET OR 13. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. EXCEED UL 514A AND NEMA OS 1 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED 1110 W EAST AVE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED 2. UNLESS NOTED OTHERWISE, SOIL BEARING PRESSURE USED FOR DESIGN OF SLABS AND FOUNDATIONS IS ASSUMED (WP OR BETTER) FOR EXTERIOR LOCATIONS. CHICO, CA 95926 AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL TO BE 1000 psf. 26. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2 (NEWEST REVISION) AND BE RATED OF CONTRACTOR, TOWER OWNER, CROWN CASTLE USA INC., AND/OR LOCAL UTILITIES. 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 3000 psi AT 28 DAYS, UNLESS NOTED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. EXISTING 130'-0" SELF SUPPORT 14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR OTHERWISE. NO MORE THAN 90 MINUTES SHALL ELAPSE FROM BATCH TIME TO TIME OF PLACEMENT UNLESS 27. THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR CROWN CASTLE USA INC. SITE SIGNAGE REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF APPROVED BY THE ENGINEER OF RECORD. TEMPERATURE OF CONCRETE SHALL NOT EXCEED 90°f AT TIME OF BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. TOWER EQUIPMENT, ROOMS, AND SHELTERS. PLACEMENT. 28. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE 15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT 4. CONCRETE EXPOSED TO FREEZE-THAW CYCLES SHALL CONTAIN AIR ENTRAINING ADMIXTURES. AMOUNT OF AIR WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. AND TOWER AREAS. ENTRAINMENT TO BE BASED ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USED TO BE 29. INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW "VERIZON". TYPE II PORTLAND CEMENT WITH A MAXIMUM WATER-TO-CEMENT RATIO (W/C) OF 0.45. • 1 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED 30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. SURFACE APPLICATION. 5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM 0 • 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, A185. ALL SPLICES SHALL BE CLASS "B" TENSION SPLICES, UNLESS NOTED OTHERWISE. ALL HOOKS SHALL BE ISSUED FOR: CONDUCTOR COLOR CODE EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT STANDARD 90 DEGREE HOOKS, UNLESS NOTED OTHERWISE. YIELD STRENGTH (Fy) OF STANDARD DEFORMED BARS ARE EROSION AS SPECIFIED ON THE CONSTRUCTION DRAWINGS AND/OR PROJECT SPECIFICATIONS. AS FOLLOWS: SYSTEM CONDUCTOR COLOR REV DATE DRWN DESCRIPTION DES./QA 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL #4 BARS AND SMALLER 40 ksi A PHASE BLACK A 07/13/22 SKY PRELIMINARY EAN MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES #5 BARS AND LARGER 60 ksi B PHASE RED APWA UNIFORM CO LO CODE: 0 10/21/22 SKY FINAL AMT 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE FOR EROSION AND SEDIMENT CONTROL. 120/240V, 10 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND ON DRAWINGS: NEUTRAL WHITE CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" 1 02/09/23 SKY FINAL AMT STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION GROUND GREEN CONCRETE EXPOSED TO EARTH OR WEATHER: WHITE PROPOSED EXCAVATION OF OWNER. #6 BARS AND LARGER 2" A PHASE BLACK I 2 03/29/23 SKY FINAL AMT 20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL #5 BARS AND SMALLER 1 -1/2" B PHASE RED TEMPORARY SURVEY MARKINGS 3 05/22/23 SKY FINAL AMT CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE CONCRETE NOT EXPOSED TO EARTH OR WEATHER: RETURNED TO THE OWNER'S DESIGNATED LOCATION. 120/208V, 30 C PHASE BLUE 21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED SLAB AND WALLS 3/4" NEUTRAL WHITE IRED ELECTRIC POWER LINES, CABLES, 4 06/14/23 SKY FINAL AMT BEAMS AND COLUMNS 1-1/2 CONDUIT, AND LIGHTING CABLES FROM SITE ON A DAILY BASIS. GROUND GREEN 5 06/22/23 TFL FINAL AMT 7. A TOOLED EDGE OR A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED GAS, OIL, STEAM, PETROLEUM, OR 22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OTHERWISE, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. A PHASE BROWN YELLOW J GASEOUS MATERIALS 6 07/24/23 TFL FINAL AMT OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. B PHASE ORANGE OR PURPLE A 1 COMMUNICATION, ALARM OR SIGNAL LINES, 6 07/24/23 TFL FINAL AMT 277/480V, 30 C PHASE YELLOW CABLES, OR CONDUIT AND TRAFFIC LOOPS GREE\FIELD GROUNDING NOTES: NEUTRAL GREY BLUE POTABLE WATER `6 08/26/23 TFL FINAL AMT GROUND GREEN II RECLAIMED WATER, IRRIGATION, AND F • 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 POS (+) RED** J SLURRY LINES ACCORDANCE WITH THE NEC. DC VOLTAGE 2. THE CONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTAL RESISTANCE TO EARTH TESTING (PER IEEE 1 100 AND 81) FOR GROUND ELECTRODE SYSTEMS, THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND NEG (-) BLACK** SEWERS AND DRAIN LINES ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. I * SEE NEC 210.5(C)(1) AND (2) 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 ** POLARITY MARKED AT TERMINATION 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. A33EVIATIONS: 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. ANT ANTENNA 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 (E) EXISTING COPPER FOR OUTDOOR BTS. FIF FACILITY INTERFACE FRAME 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. GEN GENERATOR 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE #2 SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. GPS GLOBAL POSITIONING SYSTEM 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. GSM GLOBAL SYSTEM FOR MOBILE 10. USE OF 90° BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45° BENDS CAN BE ADEQUATELY SUPPORTED. LTE LONG TERM EVOLUTION 11 . EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. MGB MASTER GROUND BAR 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. MW MICROWAVE 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. (N) NEW 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. NEC NATIONAL ELECTRIC CODE 15. APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. (P) PROPOSED 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. PP POWER PLANT IT IS A VIOLATION OF LAW FOR ANY PERSON, 17. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. QTY QUANTITY UNLESS THEY ARE ACTING UNDER THE DIRECTION 18. BOND ALL METALLIC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH (1) #2 BARE SOLID TINNED COPPER GROUND CONDUCTOR. RECT RECTIFIER OFALICENSEDPROFESSIONALENGINEER, 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, RBS RADIO BASE STATION TO ALTER THIS DOCUMENT. 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 RET REMOTE ELECTRIC TILT \ / 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. RFDS RADIO FREQUENCY DATA SHEET 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 RRH REMOTE RADIO HEAD SHEET NUMBER: REVISI6ON: POINT. THE EXPOSED END OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADDWELL).TRANSITIONING GROUND STANDARD DETAIL AS SIAD SMART REMOTERRU RADIO UNIT INTEGRATED DEVICE 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 TMA TOWER MOUNTED AMPLIFIER 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, TYP TYPICAL T . 2 LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY). UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM W.P. WORK POINT v r r JURISDICTIONAL APPROVAL: FORM NO 711111111111 Butte County Department of Development Services 7 County Center Drive, Oroville, CA 95965 Butte CountyMain Phone (530) 552-3700 Fax (530) 538-7785 DPC-21 DFVF:OPMFNT SFP.VICFS www.buttecounty.net/dds Special Inspection Agreement For Building permit , Assessor's Parcel Number verizonvil 1 2785 MITCHELL DR, BLDG 9 Structural Tests & Special Inspections (2022 California Building Code Chapter 17): In addition to the inspections required WALNUT CREED, CA 94598 by Division II, Section 110, the owner or Registered Design Professional acting as the owner's agent shall employ one or A CROWN more special inspectors who shall provide inspections during construction on the types of work listed under section 1705. CASTLE The special inspector shall be a qualified person who shall demonstrate competence, to the satisfaction of the building ./`I official, for inspection of the particular type of construction or operation requiring special inspection. 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 Duties and Responsibilities of the Special Inspector: •;: : • 1 . The special inspector shall observe the work assigned for conformance with the approved design, drawings and •• • ' Try I o n p p g pp g g • ;•: • specifications. ' • • 1825 W. WALNUT HILL LANE, SUITE 120 2. The special inspector shall furnish inspection reports to the building official and the engineer or architect of record. All IRVING, TEXAS 75038 discrepancies shall be brought to the immediate attention of the contractor for correction, then, if uncorrected, to the proper design authority and to the building official. VERIZON MDG LOCATION ID: 3. The special inspector shall submit a final signed report to the Butte County Building Division stating whether the work 5000900964 requiring special inspection was, to the best of his or her knowledge, in conformance with the approved plans and VERIZON PSLOC#: 714668 specifications and the applicable provisions of this code. BU II: 827208 4. The special inspector shall advise the contractor that Butte County Building Division inspections cannot be delegated to SA534 HWY 99 & WILSON LAN him or her, so inspections must also be made by the Butte County Building Division. 1110 W EAST AVK 5. Any change in special inspection firms made after permit issuance shall be approved by the Butte County Building CHICO, CA 95926 Division prior to the new firm performing any inspections. F,XISTING 130'-0" SELF SUPPORT 6. Special inspections are in addition to the regular inspections performed by the Butte County Building Division. Butte TOWER County inspection approval and sign off is not to be construed as authorization to proceed with work which obscures, covers or otherwise prevents proper special inspection. I, r � Special Inspection is required for the following items: ISSUED FOR: REV DATE DRWN DESCRIPTION DES./QA ❑ Soils A 07/13/22 SKY PRELIMINARY EAN El Reinforced Concrete (Taking of test specimens, placement of reinforcing and placing of concrete). El Structural Masonry 0 10/21/22 SKY FINAL AMT CI Strength Bolting 1 02/09/23 SKY FINAL AMT CI Structural Welding 2 03/29/23 SKY FINAL AMT CIBolts Installed in Hardened Concrete 3 05/22/23 SKY FINAL AMT 4 06/14/23 SKY FINAL AMT ❑ Other: 5 06/22/23 TFL FINAL AMT Name of Special Inspection Company & Rep signature: 6 07/24/23 TFL FINAL AMT 6 07/24/23 TFL FINAL AMT Owner's Name & Signature: 6 08/26/23 TFL FINAL AMT Project Designer Name & Signature: Contractor's Name & Signature: Building Department Approval: Revised 5/19/2023 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SPECIAL INSPECTIO\ SCALE: NO SCALE SHEET NUMBER: REVISION: P J URISDICTIONAL APPROVAL:r ...* re 1 EXISTING UTILITY EASEMENT & ACCESS AREA ` J x) F29--' AS 7 \ -A (E) SITE LOCATION I. \ �� (REFERENCE C-1.2 FOR DETAILS) l� I z z oe�' �c (E) SHELTER \( Mit- _ _ y z\ �'� \>�� (E) COMPOUND _�,+ fir \ �0 \ ��P `�� ``✓�; �j� (E) CHAIN-LINK FENCE �1'�� ``,,�� 5 -*/ // (TYP°) �� r \ \ NEW VERIZON EQUIPMENT (TYP.) ��% �o 4/ \ [ verizonvil 1 NEW VERIZON 200A METERs'S ,o lo: SOCKET W/ DISCONNECT �=;: - APN: 042-070— 1 97-000 -'``' _ \ _ \ -o E TRANFORMER siroe,% .,�, (E) 130 -0" ZONING: N/A �,A 2785 MITCHELL DR, BLDG 9 SELF SUPPORT TOWER �� yP (E) METER BY OTHERS I /S 1 F,� WALNUT CREEK, CA 94598 Ag1 (E) POWER VAULT %,,, ��t A o� �� CROWN �� .� NEW VERIZON FIBER HANDHOLE \ I v CASTLE \N* lz TAW (E) TELCO VAULT \ �F` 1505 WESTLAKF, AVENUE NORTH SUITE 800 \ SEATTLE, WA 98109 FD. MON. M\_ \ ..-- ,K\ N • \ . • --" \TN `,�� is o ... :Mr \ 14: [ • •*:... Trylon Auk WV (E) TREES (TYP.) (E) SHELTER 1825 W. WALNUT HILL LANE, SUITE 120 \1 IRVING, TEXAS 75038 / -- �— To.�.��e. Age / ° I z e\\ ,Mr VERIZON MDG LOCATION ID: 5000900964 VERIZON PSLOC#: 714668 BU II: 827208 _,�� SA534 HWY 99 & WILSON LAN \ = I--�:- 1110 W EAST AVE Tigr A6 CHICO, CA 95926 =gl (E) 5'-0" WIDE =�`—" ,� _ AW UTILITY EASEMENT AREA MEW EXISTING 130'-0" SELF SUPPORT Ale TOWER 1. --�1. ISSUED FOR: OAW REV DATE DRWN DESCRIPTION DES./QA �� A 07/13/22 SKY PRELIMINARY EAN �� 0 10/21/22 SKY FINAL AMT \ I 1 02/09/23 SKY FINAL AMT 4 $ 2 03/29/23 SKY FINAL AMT AMT �\ . e�� / 3 05/22/23 SKY FINAL Q<- 4 06/14/23 SKY FINAL AMT NEW VERIZON FIBER HANDHOLE 5 06/22/23 TFL FINAL AMT (MEET ME POINT) ��-� . 6 07/24/23 TFL FINAL AMT �� 6 07/24/23 TFL FINAL AMT \��`� `66 08/26/23 TFL FINAL AMT Ro, / lo, o . // % IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. \,.. 1SHEET NUMBER: r- REVISION: C - 1 . 1 I r r NOTE: KNOX BOX PLACEMENT JURISDICTIONAL APPROVAL: TO BE PROVIDED FOR FIRE ACCESS TO THE PROPOSED EQUIPMENT 6 (E) 4'-0" GATE /p (E) GENERATOR tx } PAD BY P�-'P �, OTHERS , ,)5,\ \ ' 4( \ <0 '\' \o, 4, , ,,,, \ / cD NEW VERIZON 30KW BACKUP Q�pe GENERATOR (GENRAC P/N: 141111P. 4 o ' • ‘(5-'' . .. 6'\,/.... SD030 OR APPROVED EQUAL ‘‘ p�p NEW VERIZON 6 -0 X9 -11 �� . \s,,, - o` CONCRETE EQUIPMENT PAD k °� � '�, ��°°` 4t, , 0 NEW VERIZON CHAIN-LINK-FENCES°oo°goo` . ° ° \,, [ verizon ]\o 'o- ° \ Ili , Z 4 ,-\140 . 8 NEW VERIZON ROLLING GATE ,�, N,o /"P , [ verizonvil 1 ♦ o 2785 MITCHELL DR, BLDG 9 WALNUT CREEK, CA 94598 o \ \ \ 6,,,i, ,)5_z oG,L i S- / (E) EQUIPMENT \,� \�,, / (E) SHELTER BY PAD BY OTHERS CROWN 15) Q �� \X OTHERS A (E) CABLE CASTLE y / , TRAY (TYP.) 7, Lf NEW VERIZON I. \� 1505 WESTLAKF AVENUE NORTH, SUITE 800 200A METER SOCKET W/ NNEW VERIZON BATTERY CABINET o (E) UTILITY SEATTLE, WA 98109 DISCONNECT Q H-FRAME (TYP.) Iddix NEW VERIZON )S (E) ICE BRIDGE NEW VERIZON HANDHOLE \, \ RF CABINET / , ' • • �p I • (TYP.) ��••• ii NEW VERIZON 1 1'-0"X9'-4" a (E) CHAIN-LINK ••• ;*;••• \ , 4 CONCRETE EQUIPMENT PAD An FENCE .•••••• Try I o n • NEW VERIZON ILC 4 a ,::•:::+‘ ET +::::::::+. 4 E 30'-0" 1825 W. WALNUT HILL LANE SUITE 120 � ,,o, \ NEW NVERIZON a SELF SUPPORT TOWER IRVING, TEXAS 75038 (E) TRANFORMER \'< 0 \EQUIPM 1T H-FR•1 E A , ,VERIZON MDG LOCATION ID: (E) METER BY OTHERS 5000900964 a (E) POWER VAULT a 457.. VERIZON PSLOC#: 714668 av �� BU 11: 827208 (E) TELCO VAULT \ / � a vi � � � .� A aAa SA534 HWY 99 & WILSON LAN a 1110 W EAST AV H A / \< ,♦� CHICO, CA 95926 \ / A a A (E) 4'-0" GATE F,XISTING 130'-0" SELF SUPPORT NEW VERIZON FEEDLINES a A TOWER IN UNDERGROUND CONDUIT (2) 6x12 HYBRID CABLES < a o, 4,10 a A ;; a ' a ISSUED FOR: '1 u, \� ' a REV DATE DRWN DESCRIPTION DES./QA A a A 07 13 22 SKY PRELIMINARY EAN z / 0 10/21/22 SKY FINAL AMT a 1 02/09/23 SKY FINAL AMT 2 03/29/23 SKY FINAL AMT A 3 05/22/23 SKY FINAL AMT i ♦ a ' 4 06/14/23 SKY FINAL AMT 5 06/22/23 TFL FINAL AMT 6 07/24/23 TFL FINAL AMT a 2 2\ I A 6 07/ 4/ 3 TFL FINAL AMT A �` (E) SHELTER BY OTHERS ' 6 08/26/23 TFL FINAL AMT T , a N ' ' a IT IS A VIOLATION OF LAW FOR ANY PERSON, a UNLESS THEY ARE ACTING UNDER THE DIRECTION A a OF A LICENSED PROFESSIONAL ENGINEER, A TO ALTER THIS DOCUMENT. \ A ♦ SHEET NUMBER: r REVISION: (1) sscrrAELEP EA\ ,nllllllllll\ : � o� �ooioi j 1/8"-1'-0" (FULL SIZE) C IMMI 1 2 a of o aooaiaiaioaiaioaiaioaiaioi 8' 6' 4' 2' 0 8' 1/16"=1'-0" (11x17) J r r 1 TOP OF LIGHTING ROAD $ JURISDICTIONAL APPROVAL: ELEV. = 140'-10" TOP OF LIGHTING ROAD 4 ELEV. = 140'-10" I TOP OF TOWER ob 7 TOP OF TOWERELEV. = 130'-0" ELEV. = 130'-0" ji?iJII4 ) _ . in UI NEW VERIZON (6627) RAYCAP NEW VERIZON ANTENNA V (1 TOTAL) \ ERICSSON-AIR6449 1 �� W� INTEGRATED RRU NZ TIP OF NEW ANTENNA ' (3 TOTAL, 1 PER SECTOR) - _.1 _ ELEV. = 114'-0" verizonvil \ �' \ TIP OF NEW ANTENNA ob [ NEW VERIZON COMMSCOPE WWI � __ ELEV. = 111.4' SFG23HDX-12-4-96 SECTOR RAD CL OF NEW ANTENNA 2785 MITCHELL DR, BLDG 9 FRAME (3 TOTAL) --V - -•—[ ELEV. = 1 10'-0" WALNUT CREEK, CA 94598 ' NEW VERIZON RRUs VERIZON EQUIPMENT \ ERICSSON-8843 CROWN ANTENNA CL: 1 10'-0" -0 (3 TOTAL, 1 PER SECTOR) CASTLE I ZN NEW VERIZON ANTENNA MOUNT CL: 11O'-O" ao JMA WIRELESS-MX12FIT865-01 v / (3 TOTAL, 1 PER SECTOR) 1505 WESTLAKE AVENUE NORTH, SUITE 800 -1- /11 NEW VERIZON RRUs SEATTLE, WA 98109 I ERICSSON-4449 (3 TOTAL, 1 PER SECTOR) •��• i i S • •*•r• - TryIon \/ • • • • • • 1825 W. WALNUT HILL LANE, SUITE 120 Vi \ /\ IRVING, TEXAS 75038 . VERIZON MDG LOCATION ID: , 5000900964 N NZ VERIZON PSLOC#: 714668 � BU II: 827208 \ SA534 HWY 99 & WILSON LAN / 1110 W EAST AV N, 1 CHICO, CA 95926 \/ F,XISTING 130 -0 SELF SUPPORT /\ � TOWER I0-44 \/ AO \/ /\4 -Al 1 (E) ANTENNAS (TYP.) (E) ANTENNAS (TYP.) BY OTHERS REV DATE DRUWN ISS ED FOR:DESCRIPTION DES./QA BY OTHERS A 07/13/22 SKY PRELIMINARY EAN 0 10/21/22 SKY FINAL AMT (E) 130'-0" SELF SUPPORT TOWER 1 02/09/23 SKY FINAL AMT 2 03/29/23 SKY FINAL AMT (E) 130'-0" SELF SUPPORT TOWER 3 05/22/23 SKY FINAL AMT _ 4 06/14/23 SKY FINAL AMT 5 06/22/23 TFL FINAL AMT \/ illipoo.'",-...,..._.....\ 6 07/24/23 TFL FINAL AMT �` \ LINES / ( VERIZON E2I HYBRIDFE CABLES 6 07/24/23 TFL FINAL AMT M /� `000 6 08/26/23 TFL FINAL AMT 0 *. ..iiiii 1 • 1 1 111-•4.PP- `/ `- (E) ICE BRIDGE /`- (E) ICE BRIDGE (E) CHAIN-LINK FENCE (E) CHAIN-LINK FENCE zN \ft_ (E) SHELTER (TYP.) - (E) SHELTER (TYP.) \i ...� . I x 1 i 0 II Epp ►:i @�®♦i ��-i♦i Oi♦ii ♦Oi QQQQ♦�♦♦��Q� ♦® ��QQ♦®Q♦QQQ♦I ♦♦QQQ IT IS A VIOLATION OF LAW FOR ANY PERSON, ♦♦♦♦O♦♦♦♦�0 ♦o♦♦ ♦�•�•♦♦ ' ♦♦♦♦O��i I. ►♦♦♦♦i♦i♦i♦ ♦♦♦ ♦♦♦♦�/ ♦♦♦ ♦♦♦ ao UNLESS THEY ARE ACTING UNDER THE DIRECTION ►♦i�♦�♦�I®♦i�♦�♦��j�' ii Oi♦i♦i®I♦i'�� `i�®®♦%%%%®®I��L%%%%O♦i�� OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. ♦ EXISTI\C EAST ELEVATIO\ ® F \AL EAST ELEVATO\ SHEET NUMBER: REVISION: 0 SCALE.. \OT TO SCALE SCALE: \OT TO SCALEI r r JURISDICTIONAL APPROVAL: ANTE\\A SCHEDULE SECTOR POS. TECHNOLOGY RAD AZIMUTH ANTENNA ANTENNA MODEL MECH. ELECT TOWER MOUNTED. FEEDLINE TYPE CENTER MANUFACTURER TILT TILT EQUIPMENT ALPHA Al 5G 1 10'-0" 60° ERICSSON AIR6449 0' 6' (1) INTEGRATED RRU HYBRID (1) OVP CABLE SCHEDULE ALPHA A2 - - - - - - - (1) ERICSSON - RADIO 4449 - ALPHA A3 - - - - - - - - - STATUS CABLE TYPE SIZE QUANTITY ALPHA A4 700 LTE/850 LTE/100 1 10'-0" 60' JMA WIRELESS MXI2FIT865-01 0' 2' (1) ERICSSON - RRUS 8843 - LTE/AWS/AWS3 NEW HYBRID 6X12 2 FINAL CABLE QUANTITY 2 BETA B1 5G 110'-0" 180' ERICSSON AIR6449 0' 6' (1) INTEGRATED RRU HYBRID BETA B2 - - - - - - - (1) ERICSSON - RADIO 4449 - BETA B3 - - - - - - - - - N , BETA B3 700 LTE/850 LTE/100 1 10'-0" 180' JMA WIRELESS MX12FIT865-01 0' 2° (1) ERICSSON - RRUS 8843 - ■ LTE/AWS/AWS3 zonvil 1 GAMMA Cl 5G 1 10'-0" 300' ERICSSON AIR6449 0' 6' (1) INTEGRATED RRU HYBRID 2785 MITCHELL DR, BLDG 9 GAMMA C2 - 1 10'-0" 300' - - - - (1) ERICSSON - RADIO 4449 - WALNUT CREEK, CA 94598 GAMMA C3 - - - - - - - - - CROWN GAMMA C4 700 LTE/850 LTE/100 1 10'-0" 300' JMA WIRELESS MX12FIT865-01 0' 2' (1) ERICSSON - RRUS 8843 - v CAST L E LTE/AWS/AWS3 1505 WESTLAKE AVENUE NORTH, SUITE 800 ANTE\\A A\ D CABLE SCHEDULE sEATTLE, WA981o9 SCALE: NOT TO SCALE •.:!:.• ••• * cTrylon • 1825 W. WALNUT H IL L LANE, SUITE 120 IRVING, TEXAS 75038 C4 e ,VERIZON MDG LOCATION ID: <<` '• 5000900964 VERIZON PSLOC#: 714668 BU II: 827208 SA534 HWY 99 & WILSON LAN I; NEW VERIZON ANTENNA 11 10 W EAST AV K C3 044 ERICSSON-AIR6449 CHICO, CA 95926 (GAMMA) W/INTEGRATED RRU (3 TOTAL, 1 PER SECTOR) EXISTING 130'-0" SELF SUPPORT 300° AZIMUTH TOWER Al % ,-/`"r / � � ' ISSUED FOR: C2 � :T '� REV DATE DRWN DESCRIPTION DES./QA \, 9 ,�/ �� ,,�� A 07/13/22 SKY PRELIMINARY EAN �,'� ik\ '/ 0 10/21/22 SKY FINAL AMT f�` v�� 1 02/09/23 SKY r; �'� r'�� (ALPHA) FINAL AMT _�� ,►� 60° AZIMUTH 2 03/29/23 SKY FINAL AMT ` C l • `�� 3 05/22/23 SKY FINAL AMT .. �\. 4 06/14/23 SKY FINAL AMT jam,/� ' J 5 06/22/23 TFL FINAL AMT r. ./ NEW VERIZON (6627) RAYCAP 6 07/24/23 TFL FINAL AMT 111 A3 (1 TOTAL) 6 07/24/23 TFL FINAL AMT � 6 08/26/23 TFL FINAL AMT (E) 130'-0" SELF SUPPORT TOWER /�`:,11 • /`;� ` # ifill) Vif 'SA -1�,� NEW VERIZON ANTENNA � ' � ;ram,. . /• " �� r JMA WIRELESS-MX12FIT865-01 I I SO (3 TOTAL, 1 PER SECTOR) NEW VERIZON COMMSCOPE \ L� SFG23HDX-12-4-96 SECTOR ir_�-jai FRAME (3 TOTAL) °V �4, Air A4 ...,.1 A • \!i? 1 141\ NEW VERIZON RRU ERICSSON-8843 (3 TOTAL, 1 PER SECTOR) �� 4�r% _`.1 _ ��- NEW VERIZON RRU II� UE 1 T T 'i 11�1�111'! ERICSSON-4449 ru "° (3 TOTAL, 1 PER SECTOR) '�`l'.6. 0 .-: IT IS A VIOLATION OF LAW FOR ANY PERSON, (BETA) I I I „III UNLESS THEY ARE ACTING UNDER THE DIRECTION 180° AZIMUTH OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. B4 63 B1 62 � REVISION:SHEET NUMBER:—11\ if 2 FI\AL A\TEN\A P LA\ Alb1 \ _/) SCALE: \OT TO SCALE J p 6 JURISDICTIONAL APPROVAL: i , n, , I n lliI, Ii , iiIi , Ill nIIIIJllIlilIIIIIuI ■ I i i ' ' I I I I I �I I I I i I I I I I I I I I I I I I • Advanced Antenna System (AAS) • 64TX/64RX with 192 AE ❑ '\ • • Up to 320W • EIRP up to 79 dBm • Up to 200 MHz IBW&CBW ci) c%) [ verizonvl I , C ERICSSON • Max total carrier BW is 200MHz for NR, or 100MHz for LTE ` ERICSSON - ❑ 2785 MITCHELL DR, BLDG 9 • 4 x 25 Gbps eCPRI ❑ WALNUT CREEK, CA 94598 • Weight: 47 kg J u II II • Size (H xWx D): 841 x 524 x 211 u U 11 II CROWN • -48 VDC (3-wire or 2-wire) ' AAAA pppppppppppAAAA - WAA 11 AA 1 Cr%101% CASTLE • -40to +55°C II II II II II II II II II II II II II II II II II II II II II II II o 0 • Support number of layers: DL/UL 16/8 0 0 ° oo O ° 1505 WESTLAKF. AVENUE NORTH, SUITE 800 I SEATTLE, WA 98109 0 0 0 0 0 0 0 0 . • . Oi - O co0 0°�°° •.•-•.•] ••• .*':e. Tr Ion 0 00 0� y J �=7II IrJ, .,/ ••i•••• 4 d - - 1825 W. WALNUT HILL LANE, SUITE 120 IRVING, TEXAS 75038 ERICSSON - RADIO 8843 ERICSSON - RADIO 4449 WEIGHT: 70.0 LBS e • WEIGHT: 70.0 LBS SIZE (HxWxD): 18.0x13.2x9.4 IN. VERIZON MDG LOCATION ID: SIZE (HxWxD): 18.Ox13.2x9.4 IN. 5000900964 ERICSSON - AIR6449 DETAIL ERICSSON - �A3IO 4449 DETAIL ERICSSON - RADIO 8843 DETAIL VERIZON PSLOC#: 714668 (* SCALE: NOT TO SCALE (3) SCALE: NOT TO SCALE BU #: 827208 SCALE. NOT TO SCALE SA534 HWY 99 & WILSON LAN 1110 W EAST AVE CHICO, CA 95926 EXISTING 130'-0" SELF SUPPORT TOWER JMA IN, , LESS I MX12FIT8fi5-01 ISSUED FOR: Download this dalesheel NWAV"'X--For 12-Port INSTALLER NOTES: REV DATE DRWN DESCRIPTION DES./QA X-Pol 12-Port 8 ft,65°Form hi Tighter,with Smart Bias Ts,698-2690 MHz: A 07/13/22 SKY PRELIMINARY EAN 1. COMPLY WITH MANUFACTURERS 4,ports69e-894 MHz,8 ports 1695-2690MHz INSTRUCTIONS TO ENSURE THAT ALL RRHs 0 10/21/22 SKY FINAL AMT RECEIVE ELECTRICAL POWER WITHIN 24 • 12-Port antenna offering the same lundionality as 2 Hex Port antennas in a single unit HOURS OF BEING REMOVED FROM THE 1 02/09/23 SKY FINAL AMT • Full mid band arrays for maximum gain MANUFACTURER'S PACKAGING. 2 03/29/23 SKY FINAL AMT ▪ Full;integrated{iRETs)with independent RET control for low band and mid band 2. DO NOT OPEN RRH PACKAGES IN THE RAIN. • Excellent passive intermodulation{PIh11}performance reduces harmful interference. 3. ALL PIPES, BRACKETS, AND MISCELLANEOUS 3 05/22/23 SKY FINAL AMT HARDWARE TO BE GALVANIZED UNLESS • SON Ready array spacing supports heamrerming capabilities. NOTED OTHERWISE. . _./ il • Suitable for 3G,4G,and 5G interface technologies /I 4 06/14/23 SKY FINAL AMT • Integrated Smart Bias Ts reduce leasing costs 5 06/22/23 TFL FINAL AMT • Optimized form factor for reduced wind loading 6 07/24/23 TFL FINAL AMT 1 - - • _ = 6 07/24/23 TFL FINAL AMT 10 . ''''' - - 6 08/26/23 TFL FINAL AMT nwav ki - �:� -* - - mi I i • Electrical specification(rrnnimum fmaramum) Ports 1,2,3,4 Porta 5,6,7,8,9,10,11,12 Clc� MOUNTING BRACKET � ,�� ' : ' Frequency bands,MHz 698-798 824-894 1695- 1850- 1920- 2300- 2496- � • (SUPPLIED W/ , 1.1 1 , _ 1880 1990 2180 2360 2694 ANTENNA) / Polarization ±45` ±45'• '"�� io -'--t. �-x.- Average gain over al tilts,dBi 15.1 15.5 17.f! 18.2 18.3 18.4 18.5 69 62 64 61 sa Sa '�� 4 O� '' :' Horizontal beannwidth fH61Ard,degreeso- \4 Front-to-back ratio,co polar power l88°±30°,dB >25,0 >25.0 >25.0 >25.0 >25.0 >25.0 >25.0 1 \/' O Q X-Pol discrimination{CPR)at boresight,dB >20.0 >18.0 >18 >18 >13 >18 >18 NEW ANTENNA Vertical beanwridth(VWW),degrees1 9 8 5.5 4.9 4.8 4.7 4.6 NEW RRH Nil 0 0 `�j\O NEW RRH Electrical downtilt(EDT)range,degrees 2-12 0-9 First upper side lobe(VSLS)suppression,dl3t -15.0 s-15.0 s-16.0 A-16.0 A-16.0 5-16.0 A-16_0 ill �,`� RRH MOUNTING PLATE Cross-polar isolation,port-to-port,dB1 25 25 25 25 25 25 25 \ a),- Max VSWR!return loss,dB 1.5:1r-14.0 1.5:11-14_0 °' , RAYCAP - RVZDC-6627-PF-48 ;; PIPE MOUNT BRACKET WEIGHT (WITHOUT MOUNTING HARDWARE): 32.0 LBS Max passive intermodulation I 2x2oW carrier,dBc -153 -153 'C%111 MOUNTING BRACKET / : ' Max input power per any port,watts 300 250 / (SUPPLIED W/ / SIZE (HxWxD): 28.9x15.7x10.3 IN. Totalcompositepowerallports,walls 1500 ANTENNA ' ANTENNA) / RATED WIND VELOCITY: 150 MPH (SUSTAINED) MOUNTING PIPE rJ' r, ANTENNA OPERATING TEMPERATURE: -40° C TO +80° C 1 Typical wide over frequency and bit11 , - MOUNTING PIPE IT IS A VIOLATION OF LAW FOR ANY PERSON ICAO NOMINAL OPERATING DC VOLTAGE: 48 VDC , UNLESS THEY ARE ACTING UNDER THE DIRECTION `► OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. Ilk I MXI2FIT865-01 ANTE\ \A DETAILS A\TENNA WITH RRH MOUNTING DETAIL AYCAP - RVZDC-6627-PF-48 SHEET NUMBER: REVISION: 4 SCALE: \OT TO SCALE ® SCALE: NOT TO SCALE ® SCALE: NOT TO SCALE r r 4 3 2 JURISDICTIONAL APPROVAL: NOTES: @__ EI ®_/ 2 11 12 D O o D ED 0 \ C-- '' '''(:) —�,- El N ♦ 40 1.10 410, c:) c;) c; r-, • [ ver i zonvl 1 ' c. cD � � %' 2785 MITCHELL DR, BLDG 9 �1 at ED :rifj WALNUT CREEK, CA 94598 I✓ 0 0 i -41 CROWN 23 „. __ ,v CASTLE ED / ,,,.. 1505 WESTLAKF AVENUE NORTH, SUITE 800 er I�,� SEATTLE, WA 98109 C CD ' ;,,,y''N .. tor*4,k 44)ti, _ _, ‘....k.144i0 4' ••.. � :... Trylon •CD ' ". • • • ••1825 W. WALNUT HILL LANE, SUITE 120 ea 70, IRVING, TEXAS 75038 DETAIL A SCALE 1 : 5 e ea VERIZON MDG LOCATION ID: 5000900964 VERIZON PSLOC#: 714668 ITEM NO. PART NUMBER DESCRIPTION QTY. ._. BU II: 827208 1 SFG23175 ARM, STANDOFF - SFG23 2 \ SA534 HWY 99 & WILSON LAN 2 GB-05225 5/8" X 2-1 /4" GALV BOLT KIT 18 �. % 1110W EAST AVK 3 SFG2345 WELDMENT, TOP TAPER BRACKET 1 CHICO, CA 95926 F,XISTING 130'-0" SELF SUPPORT 4 SFG2237 WELDMENT, AZIMUTH/TAPER BRACKET 2 TOWER 5 GWL-05 5/8" GALV LOCK WASHER 8 6 GN-05 5/8" GALV HEX NUT 12 ` 7 MT-382-18 5/8" X 18" GALV THREADED ROD 4 ♦ ISSUED FOR: B 8 SFG2284 G2 RRU BACK CLAMP 2 B REV DATE DRWN DESCRIPTION DES./QA 9 SFG2343 WELDMENT, LOWER, TOWER LEG BRACKET 1 A 07/13/22 SKY PRELIMINARY EAN 10 GUB-4355 1 /2" X 3-5/8" X 5" GALV U-BOLT 2 0 10/21/22 SKY FINAL AMT 1 02/09/23 SKY FINAL AMT 1 1 GWF-05 5/8" GALV FLAT WASHER, 1 .70D 2 2 03/29/23 SKY FINAL AMT 12 GUB-4352 1 /2" X 3" X 5-1 /4" GALV U-BOLT 38 3 05/22/23 SKY FINAL AMT 13 MT546120120 2.88 OD X 120" LONG PIPE 2 4 06/14/23 SKY FINAL AMT 14 SABO' FORMED CLAMP 4 5 06/22/23 TFL FINAL AMT 15 MT-379-8 1 /2" X 8" GALV THREADED ROD 4 6 07/24/23 TFL FINAL AMT 6 07/24/23 TFL FINAL AMT 16 XAU01 ANGLE, CROSSOVER, 1 .9-3.5" X 1 .9-3.5" OD 4 `6 08/26/23 TFL FINAL AMT 17 GB-04145 1 /2" X 1-1 /2" GALV BOLT KIT 2 PATENT PENDING t 18 GWF-04 1 /2" GALV FLAT WASHER 8 19 GWL-04 1 /2" GALV LOCK WASHER 10 COMMSCOPE, INC. OF NORTH CAROLINA 20 GN-04 1 /2" GALV HEX NUT 10 TITLE A 21 XPUO1 PLATE, CROSSOVER, 1 .9-3.5" X 1 .9-3.5" OD 8 G23HDX, 12' FACE, (4) 96" AP A 22 XP-R CROSSOVER PLATE, ROUND, UP TO 3.5" OD 2 23 SFG2206 WELDMENT, BACK VERTICAL ARM MOUNT 1 SIZE SCALE DOCUMENT NO. C 1 : 1 6 SFG23HDX-12-4-96 24 MT54696 02.875" O.D. X 96 SCH40 PIPE 4 DRAWING � - 25 MT546150276 2.88" O.D. X 150" LONG PIPE 2 is� VERSION STATUS REVISION SHEET © 2021 CommScope, Inc. Confidential �� 00 RE C 2 OF 9 4 3 2 1 IT IS A VIOLATION OF LAW FOR ANY PERSON, I IT THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. A\T E\\A MOUNT DETAIL SHEET NUMBER: REVISION: I SCALE: NOT TO SCALE [ C . 5 , 6 if r r JURISDICTIONAL APPROVAL: 4 3 2 1 NOTES: TIEBACK MUST BE CONNECTED TO A RIGID MEMBER THAT PROVIDES ADEQUATE SUPPORT WITHIN THE LIMITS NOTED NI ...., IN THE TIEBACK ANGLE RANGE DETAIL. UNLESS APPROVED IBY ENGINEER OF RECORD. SPINE STEM OF NEIGHBORING 1 I1 MOUNT IS ACCEPTABLE. 0 2 11 D - - ------ ' - ------- D .. .. O 8 -- -- ---------- - ----- ii 0 0 0 J - :://— _ it li a IC, II I * ! ,J I / / 13 ;1 ° °° �; FOR POLES UP TO 8.75" IN DIAMETER ti L� 120[3048] �� 0 0 0 FOR 90 DEGREE ANGLES UP TO 6.0" ICI F ' �►' ® '\�� ' 000004 E / -�;�!� C� N: o- FOR 60 DEGREE ANGLES UP TO 7.5 0 7, Cej i \j I i 1 f.j} \ -' `• 0 DETAIL P c <> 42 1077 G *SCALE 1 : 12 000 [ verizonvil 1 ♦ . 10 CD 2785 MITCHELL DR BLDG 9 O WALNUT CREEK, CA 94598 ' '1 I 1 0 , l ► 17Q ' CROWN 16O 014 CASTLE 12 305 MAX 63 1604 - 12 305 MAX `� [ � [ - INN- - - O 12 1505 WESTLAKF AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 ( I ( II) c1 is DETAILE S . SCALE 1 : 6 ••• ••• Tr I o n C C • y ®®041) • 1825 • W. WALNUT HILL LANE, SUITE 120 13 /'l IRVING, TEXAS 75038 . VERIZON MDG LOCATION ID: 16 FOR POLES UP TO 5000900964 3.25" IN DIAMETER DETAILL B6 CD VERIZON PSLOC#: 714668 SCALE ----------7 BU II: 827208 SA534 HWY 99 & WILSON LAN 2 11 1110W EAST AV K A 8 CHICO, CA 95926 0 F,XISTING 130 -0 SELF SUPPORT �E 0 TOWER pi Tr---,4731\! . .. . II , /I 000 \...c=?..,/ 44 ' -c= Li ll !.410. I' \-c=71 r LLIJ I / % # re 0 90 to i i gal F�� ISSUED FOR: o:_ B 1 B 33 838 B REV DATE DRWN DESCRIPTION DES./QA 96[2438 [ ] I / '' \i I I 1 �� A 07/13/22 SKY PRELIMINARY EAN 48[1216] I I 0 10/21/22 SKY FINAL AMT �e1 iz=3.. Li \ t0199 99 9 9- All 1 02/09/23 SKY FINAL AMT gp CD Cg0 11v. bob' -%+lT - � II gh [61] ._I,:1 :HD ' 1 O 2 03/29/23 SKY FINAL AMT DETAIL F 3 05/22/23 SKY FINAL AMT F SCALE 1 : 6 DO NOT OVER TIGHTEN, END 4 06/14/23 SKY FINAL AMT OF POLE CAN BE DAMAGED 5 06/22/23 TFL FINAL AMT J — — — 6 07/24/23 TFL FINAL AMT 6 07/24/23 TFL FINAL AMT `6 08/26/23 TFL FINAL AMT ♦ 1 - - ALLOWABLE TIEBACK ANGLE PATENT PENDING 150 3810 ± 15 DEGREES VERTICAL COMMSCOPE, INC. OF NORTH CAROLINA ±25 DEGREES HORIZONTAL TITLE 15 DEGREES A G23HDX, 12' FACE, (4) 96" AP A 25 DEGREES - - I - - 25 DEGREES SIZE SCALE DOCUMENT NO. C 1 :24 SFG23HDX-12-4-96 ----------- DRAWING �� VERSION STATUS REVISION SHEET 15 DEGREES © 2021 CommScope, Inc. Confidential �� 00 RE C 3 OF 9 4 3 2 1 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. % I ASHEET NUMBER: REVISION: ,� A\TE\\A MOUNT DETAIL 6 SCALE: NOT TO SCALE . 5 • 1 d 6_ Powersafe SBS 190F General Specifications: L HATTER I ES JURISDICTIONAL APPROVAL: Number Of Cells: 6 BATTERY 'Y'E; ENERS'tS PO tR5a L SUS 19c1 Verizon Wireless Ordering Guide NUMBER oi tilNM IS 'A,LAIITERIES 2 CMC74-36B VRLA Battery Cabinet for 6-Strings, HVAC Door with Heater '1U IBER OF 14TTER:S : 18 Verizon Wireless Ordering Guide Number of Voltages: 12 MATERIAL: ELECTROLYTE VOLUME; 2.34 G1LLON5 BATTERY TOTAL 37.44 CCI'LLaNS CMC74-36E Equipment and Power Cabinet with 4 kW Air Conditioner a1nTERlr�l: ACIDfl'KICK: 10.1 LDS BATTERY TD1 L: i1 1. I Rfi Cabinet FeaturesMATERIAL LEAD wEIcT: 95.8 LBS BATTERY TO1AL: i532.� _BS Model 760250540 Nominal Capacity: TOTAL KMIH: 'H AI- rg 12 ' X .5 11;CC _. 384E K1wH Dimensions • Overall 74"H x 43.7"D x 36"W Cabinet Features ' ��" (standard height,depth with air conditioner) Model 760250058 0 - - With Optional 6"Plinth-80"H x 43.7"D x 36"W Dimensions 8 h r rate 1.75Vpc @ 77 F:190 II'111 I.� I" 8 - ��ill II (depth with air conditioner) Overall 74"H X 43.7"D X 36"W • o ... . r • °ill (j ��`r-_ t - Footprint-37"D x 36"W (standard height,,depth with air conditioner) �'®F (depth without air conditioner) o \ - With Optional 6"Plinth-80"H X 43.7"D X 36"W r 10 h r rate 1.80Vpc @ 20°C 190 , li Weight: 1060 lbs.(481 kg)-for 6-String Cabinet o • '4 1 (depth with air conditioner) ojll tll�°_ Weight:as Shipped: 1237 lbs.(561 kg) o,o I II� I� pr °•o °°° - Footprint-37"D X 36"W o00000.i • '1 o �� o o u ° ° (depth without air conditioner) lominal Dimensions: - 1�1 - Note:Cabinet Weights are without Plinth(112.4 lbs.[51 kg]) o o I 0 0 Weight: 5 5 lbs.(23 1 Battery Compartment - :o 0 4 Battery 6-StringCapacity of 24 HT200 Ah VRLA Batteries o i 0 0: Weight:as Shipped: 701 lbs.(318 kg) Front View Rear View • 1 kW HVAC Shelves,with 500 ri Heater,pa ity*• ' 'i��• •0 0 • i - Note:Cabinet Weights are without Plinth(112.4 lbs.[51 kg]) -E?II-Igt h: 22.1 in, 561 f7-1 m • Master Circuit Breaker String Panel with 6 each 250-amp String o°o ri Equipment Compartment Circuit Breaker Switches / ' r o •,°°° • 4 kW Air Conditioner,DC* - Battery Cabling and the 250A Circuit Breakers Included - \11 • oo .°°•° • Adjustable Equipment Rack System,Up to 49 RU - -' - -- • CommScope Battery Bus Bar Assembly ° UpSpaceVldth: 4.�a i r1,125 mm , ✓✓✓ to 40 RU of 23"EIA Horizontal Rack - Connection Point for Battery Cabling to the Power Cabinet - Up to 9 RU of 19"EIA Vertical Rack Space Maximum Cable Size of 4.0 AWG from Battery to Power Cabinet Front View Rear View • OVP Vertical Side Mounting Options •,__ -- CMC Cabinet OrderingInformation - Allows more HorizontalRackS aceforEquipment Height: 12.4 in, 316 mm • Cabinet Light p \ • Hinged Rear Access Door with Upper and Lower Vents • Cabinet Light PeopleSoft Part# Description • 4-Position GFCI Outlet ' • Knockouts on Left and Right Sides,Rear CMC Cabinet Ordering Information Neight:132 I bs, 60.0 kg 760250540 CMC74-36B,VRLA Battery Cabinet,6-String, • Top and Side Solar Shields • Hinged Rear Access Door i ■ 1 kW HVAC with 500 W Heater,DC - Side Shield Fits Left and Right Sides,Pending Cabinet Site PeopleSoft Part H Description • Two Interchangeable Rear Port Panels Wall . , [ vl I Orientation(one cabinet side shield only) - Cabinet Ships with One Conduit Knockout Panel and One Blank i • Integrated Puck Lock System Intrusion Prevention, 760250058 CMC74-36E,Equipment Cabinet, Panel. ,hart Circuit Current (Amps):3800 4 kW Air Conditioner,DC Knockouts on Left and Right Sides,Rear - `+� !! Field Replacement Units and Front and Rear Doors 9 p - Cabinet can use both Electronic and Standard Keyed Puck Locks • Solar Shield,Top 7 - -- Aftermarket Kits • Integrated Puck Lock System Intrusion Prevention, eternal Resistance: 3.30 Field Replacement Units and Front andReairpoors t 2785 MITCHELL DR, BLDG 9 PeopleSoft Part# Description Telcordia GR-487 Compliant p P P - Cabinet can use both Electronic and Standard Keyed Puck Locks Safety Agency Listed Aftermarket Kits WALNUT CREEK, CA 94598 Field Replacement Units(FRUs) Tekordia GR-487 Compliant -pectrolJlte: 760250922 Handle,Front Door *Hardened Equipment to-40°C to+65°C PeopleSoft Part# Description Safety Agency Listed 111111111 760250925 1 kW HVAC with 500 W Heater,DC Field Replacement Units(FRUs) 760250928 Circuit Breaker,Battery String,250 A I J *Hardened Equipment to-40°C to+65°C 11111111111 CROWN 760250958 Front Door Assembly,with 1 kW HVAC with 760250972 Front Door Assembly,4kW Air Conditioner,-36E I iii i 500 W Heater,DC 760250922 HandleCMC7,Front Door !c I u m e: 2.3 4 a 18.S G L 760253587 Rear Door Assembly,CMC74-366 760250960 Rear Door Assembly 760250961 Solar Shield,Side AS T L E 760250927 I Solar Shield,Top 760250935 4 kW Air Conditioner,DC ;'Ve ig ht. 25.3 I bs, 11.5 kg 760250926 Interchangeable Conduit Panel,Rear 1505 WESTLAKF, AVENUE NORTH, SUITE 800 Aftermarket Kits(AMKs) 760250927 Solar Shield,Top 760246443 Interconnect,3PR,4/0,2",CMC74-366 Aftermarket Kits(AMKs) SEATTLE, WA 98109 760250933 6"High Plinth,Cabinet Mounting 760246443 Interconnect,3PR,4/0,2",CMC74-B Additional AMKs can be found on pages 13-14. 760250933 6 High Plinth,Cabinet Mounting qq �} /� NOTE:The CommScope Part#and Verizon Wireless PeopleSoft#'s are the same. Additional AMKs can be found on pages'13-14. l i.D D I T I V NA L D ETA I L 5 • •••-••• NOTE:The CommScope Part#and Verizon Wireless PeopleSoft#'s are the same. • Tr y I on •Applications Technology • ;••;•• • • • • Emergency Lighting • TPPL (VRLA 1825 W. WALNUT HILL LANE, SUITE 120 • Security & Alarms IRVING, TEXAS 75038 10 • • Utilities Swit h S I VERIZON MDG LOCATION ID: 5000900964 ENERSYS POWESAFE SBS 1 90F 3ATTEY VERIZON PSLOC#: 714668 3ATTEY CA3I\ET 3 F CA 3 I\ET SCALE: \OT TO SCALE BU #: 827208 EN SA534 HWY 99 & WILSON LAN 1 � SCALE: \OT TO SCALE ® SCALE: \OT TO SCALE 1110 W EAST AVE CHICO CA 95926 hXISTING 130'-0" SELF SUPPORT TOWER NOTE: I Ni 9'-1 1 " BEFORE MOUNTING LUGS TO ANY ISSUED FOR: 110 I* EXTERIOR EQUIPMENT, SURFACE PAINT IS TO BE STRIPPED AND DEOX REV DATE DRWN DESCRIPTION DES./QA IS TO BE APPLIED TO THE SURFACE 1 ° : ° 4 a ° a a ° ° ° ° a d A 07/13/22 SKY PRELIMINARY EAN d ° ° °d ° ° 4 °° °\ ° ° ° a° ° ° ° d a 0 10/21/22 SKY FINAL AMT d ° as /4. d `°d ° 1 02/09/23 SKY FINAL AMT a a° 9 ° ° • a ad ° ° ° ° ° d a ° o ° Oo° d a ° 2 03/29/23 SKY FINAL AMT a a ° d a a ° ad a a ° a ° d a a ° 3 05/22/23 SKY FINAL AMT d a a ° ° a G v ° ° ° d° 4 ° a a °a m ° 4 ° ° 4 a GENERATOR 4 06/14/23 SKY FINAL AMT ° a °d ° ° 4 .6" THICK, f'c=4000 PSI CONCRETE SLAB WITH #4 ° -3/4" TO 1" CHAMFER (TYP.) #2 AWG SOLID TINNED BARE COPPER WIRE CONDUCTOR WITH o ° d °a Q ° ° AT 12" O.C. EACH WAY ON 6" MIN. GRAVEL BASE ° ON ALL EXPOSED EDGES COMPRESSION LUGS, (1/4" LUGS = BURNDY #YA3C-2TC14E2, 5 06/22/23 TFL FINAL AMT 4 d ° ° 3/8" LUGS = BURNDY #YA3C-2TC38), ALL LUGS ARE TO BE 6 07/24/23 TFL FINAL AMT ° a • a a° a ° ° 1/2"0 RED HEAD TRUBOLT WEDGE MOCK WASHERS,OUNTED WITH (SECURED 4" 1 TO EXTERA. OR IOR-MOUNTED DMOUNIA. �EDSDEVICE , NUTS, AND 6 07/24/23 TFL FINAL AMT ° ° d a a d° a 44 °a d° a a °d ° a ANCHORS (OR ENGINEER APPROVED ° ° , ° ° ° d° ° ° a 1/2" DIA. PVC CONDUIT WITH (1) "C" CLAMP FOR 6 08/26/23 TFL FINAL AMT ° EQUIVALENT), 3-3/8" EFFECTIVE GROUND WIRE, EXTEND PVC PIPE 12" BELOW GRADE `d ° ° ° d ° °d a ° d EMBEDMENT. TYPICAL OF 4 a ° d° a ° ° ° d a °°a ° °° e ° ad ° ° ° °°° Na ANCHORS MINIMUM AT GENERATOR CAD WELD CONNECTION1'-6" FINISH GRADEa ° da d ° ° BASE IN MANUFACTURER PROVIDED GROUNDING TRENCHam- 4 ° ° ° ° ° a 4 HOLE LOCATIONS GENERATOR SLAB w �\ �\ \ \ \ \ \ \ \ \ \ \ N GRO EXTERNAL UND RING /`\/� \/� ' �\/f\ //` 6" MINIMUM COMPACTED #4 © 12" 0.C. EACH WAY /\\/� / /�\ CAD WELD CRUSHED AGGREGATE C° \�\ \� \�\�\�\�\�\�\�\�\�\�\� \ \� CONNECTION FINISHED GRADE \ \ �\ \ \ \ \ \ \ \ \ > >/ \ \ \ \ \ \ \ \\ NEW GROUND ° ° d • a .4 ° a , a \ ROD COPPER 0- a / / / / / / / / / / / / /i" �- aw ` a da II- 1 T'T T \ \ \ \ \ \ \ \ �\ �\ �\ �\ �\ \/� CLAD 5/8" DIA. I�1r1E1 =I ° �vww�vw �wwwwww�vwad -I I iT W�1= - ° d -1 I-I #4 TOP AND BOTTOM 2'-0" TO 3'-0" x 8' LONG l�11=11 1=I1 E 1 -7;\ V\ \ \ -/\/\/\ / \' \/\ v-\v\ \ \ v-'\ \ \ \/-\/\ / * I I El I El I1=1I N I- - ITIffill I�II / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / I- T - = -- _ _- 1 _ _ 1 I- I - -I I_ 1ElIE11 Tal IL IL - I- T T 1l1 II I- - -iiEliElimil=imEi-=1Eiimii=wEi-=imElimil=mEXISTINGUNDISTURBEDSOIL=HEiii ii=limil=iElm-iml=iEil- 6" (95%) COMPACTED ROAD aTiT I T i-gAt k-MMk- -Wg� kIWg 7r-=WI BASE AS REQUIRED (TYP.) IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. Ilk I GENE NATO CONCRETE S LA 3 DETAIL \OT USED SHEET I( NUMBER6 : REVISION: 4-2\ � ._ SCALE: \OT TO SCALE GENERATOR G�OUNDI\G DETAIL (TYPICAL) E )SCALE: NOT TO SCALE ® SCALE: \OT TO SCALE C _ ._ J JURISDICTIONAL APPROVAL: oN FOR FUEL & OTHER DANGER ENVIRONMENTAL FLAMMABLE LIQUIDS •••0 EMERGENCIES DIESEL FUEL CALL EH&S --.6 ail 9'-4" 1 -800-566-9347 ' 211 GALLONS verizon i < a a (1 -800-KNOW-EHS) a a ° a I 0 of a ° ° ° a a 2785 MITCHELL DR, BLDG 9 a a z PLACE ON (2) VISIBLE SIDES OF PLACE ON (2) VISIBLE SIDES OF PLACE ON (2) VISIBLE SIDES OF WALNUT CREEK, CA 94598 ° a a NEW GENERATOR TANK NEW GENERATOR TANK NEW GENERATOR TANK a a a a a a a a 30" rr �r 18" r� rr a ° a as x 24 SIGN 18 x SIGN 1 1 x 1 1 SIGN CROWN a a a ° a ° CL: CASTLE ° a a a DIESEL FUEL 1505 WESTLAKF. AVENUE NORTH, SUITE 800 a a s a a ° EMERGENCY CONTACTS: SEATTLE, WA 98109 o ° a a a COMBUSTIBLE CONTRACTOR TO PROVIDE REQUIRED a a ° NO SMOKING VERIZON: NAME • •-•• � a a a SIGNAGE FOR ELECTRICAL PANELS, PHONE#: •(XXX)XXX-XXXX '' * • Trylon ° • • a ° a a NO OPEN FLAMES DISCONNECTS, TRANSFER SWITCHES, •� •• a a ETC. PER ELECTRICAL CODE SITE OWNER CONTACT: NAME • •�•�• a 4 FUEL TANK CAPACITY 110 GALS PHONE#: (XXX)XXX-XXXX a 1825 W. WALNUT HILL LANE, SUITE 120 ° a a IRVING TEXAS 75038 a a a a a a PLACE ON VISIBLE SIDE OF PLACE ON EXTERIOR OF EXISTING SHELTER ' ° a a a a NEW GENERATOR TANK OR NEAR EXISTING VERIZON LEASE AREA e % ° a REQUIRED LABELING & SIGNAGE 5" x 3" SIGN VERIZON MDG LOCATION ID: ® a ° 5000900964 a s a Q a a a a a a VERIZON PSLOC#: 714668 4 .6a a 4 REQUIREDENTS BU #: 827208 ° ® SIC\ACE SCALE: NOT TO SCALE SA534 HWY 99 & WILSON LAN a a a aI 1110 W EAST AVE V CHICO, CA 95926 ° a a 4 A a a a a Al a a A 14,XISTIN G 130'-0" SELF SUPPORT ° a a a a Ericsson Commercial In Confidence TOWER a40 a rI a 4 a LA a 1 s 4 a a . A CS X 12 N ISSUED FOR: REV DATE DRWN DESCRIPTION DES./QA PROPOSED 1/2" DIAMETER, HILTI KWIK BOLT TZ ANCHOR WITH ERICSSON HYBRID CABLE, 6 DC PAIRS + 12 OPTICAL PAIRS A 07/13/22 SKY PRELIMINARY EAN PLAN VIEW 3-5/8" NOMINAL EMBEDMENT (ICC ESR-1917). TO BE INSTALLED A MINIMUM OF (1) IN EACH CORNER OF CABINET. �IL APPROVED 0 10/21/22 SKY FINAL AMT SEE MANUFACTURER'S EQUIPMENT INSTALLATION MANUAL FOR 1 02/09/23 SKY FINAL AMT ANCHOR LOCATIONS. IT IS ASSUMED THAT CABINET ANCHOR 9 -4 LOCATIONS HAVE BEEN DESIGNED/REINFORCED► BY THE 2 03/29/23 SKY FINAL AMT 6" COMPACTED CRUSHED STONE MANUFACTURER TO WITHSTAND SHEAR AND UPLIFT FORCES AS OR GRAVEL. GRAVEL SHALL BE CALCULATED IN THIS DESIGN 3 05/22/23 SKY FINAL AMT NATURAL OR CRUSHED WITH 100 6x6 W2.1xW2.1 WWF 4 :: : :: /1 / SKY FINAL AMT PERCENT PASSING 1" SIEVE. 5 TFL FINAL AMT FINISH GRADE °• o °• ° ° ° a ° 4 A. • ° ° °° ° ° ° 1 /� l ■- ' ` oi f ' 6 07/24/23 TFL FINAL AMT —11 I—III—I 1 I—I I ° I- I ICI I -1 I I-1 I- / 1=1 =111=1 1= ° ° o o�0o300� `� o� o� 0�0° ° El - I /� EQUIPMENT r �� '-. .; .-. i ¢_ 6 07/24/23 TFL FINAL AMT — — 1 —I i BASE FRAME ur �— - smini .d• 6 08/26/23 TFL FINAL AMT —I 11=1 1 I=11111111111 ° 4°° ° J I 11 1 i i,1 1 1-1 1— LOCK Milt • q ID WASHER / i in , 31 y ■i■ TRW i PLATE Tin hln- EMI, �' #3 TIE @ 24" O.C. '° WASHER / ` -�-- C #4 CONT., 4 PL. G• a / _- - _ ' I . • 1 ,. mf ra 1t' i-rani - 9 t - -3 I NYMID ('ABLE � 1 e$ °° ` •° - /////////////////////// / / / // Y1w'Y A 7.1f �f A i-13RRtliplp E11� :,it- t MkIJI 1N L4 sal ER7CSSON 6-- `-t .� CONSOLIDATED/UNDISTURBED ° a ° A -ter s SUBGRADE COMPACTED TO a 95% STD. PROCTOR DENSITY 3" 3" a a A a . . _ a 1'-0" --co Z a a cn NOTE: SECTION A—A \ a a w CONCRETE SHALL BE 4,000 `I Lw \ A a Z PSI AFTER 28 DAY TEST a ° \ - v w \ _ o a Z ~ 6 x 12 Weight and diameter a +j a CO 6 AWG DC wires 4 AWG DC wires a 1 U)a 1 a a Weight(kg/m) 2.5(#- 0.1) 3.6(+1-0.1) A Weight(Ib1'R) 1.7(+1- 0.1) 2.4(+1-0.1) a - 1 Diameter(mm) 35(+1-2_) mm) 42(+/- 2.0 mrr�) 1 3$(+1-0 1" IT IS A VIOLATION OF LAW FOR ANY PERSON, Diameter(in) ) 1,i�6 (+1-0.1"j UNLESS THEY ARE ACTING UNDER THE DIRECTION Coax standard diameter equivalent 318"" 1 OF A LICENSED PROFESSIONAL ENGINEER, CONCRETE SLAB TO ALTER THIS DOCUMENT. ‘ I CONCRETE PAD DETAIL CABINET A\CHOR DETAIL HYBRID CABLE SHEET NUMBER: REVISION: SCALE: \OT TO SCALE 3 SCALE: NOT TO SCALE 4 SCALE: \OT TO SCALE C — 7 - , 6 1 . J r r CODED DRAWING NO I CS. NOTE: JURISDICTIONAL APPROVAL: ICE BRIDGE NOT Q NEW VERIZON 11'-0"x9'-4" EQUIPMENT PAD SHOWN FOR CLARITY. © NEW VERIZON 6'-0"x9'-11" EQUIPMENT PAD o © NEW VERIZON EQUIPMENT H—FRAME ``9 \�) 4. (%3/ \ s< Q NEW VERIZON ILC CABINET W/ INTEGRATED ATS ° © NEW VERIZON RF CABINET tv '"' Q NEW VERIZON BATTERY CABINET • D \ NEW VERIZON 30KW BACKUP GENERATOR ,,�- • 0 D• 0 NA-, o-, (GENERAC P/N: SD030 OR APPROVED EQUAL) �' �0.� � R< • \ "/ NEW VERIZON 200A METER SOCKET W/ DISCONNECT + �� `` ��Ix �� VD, 7C \7 / o\ 7 ,, `, verizon"11 Zc lib. )5- - \ # \\7' ? ()/ [ Ix / Q- . _ , , 11, II 2785 MITCHELL DR, BLDG 9 WALNUT CREEK, CA 94598 a,- 4' / 7 \ Cr CROWN D \ CASTLE ,i- 1505 WESTLAKF, AVENUE NORTH, SUITE 800 + \ o SEATTLE, WA 98109 \ . ••�'�•• , _ i�°' .1 .*..••- Trylon •�..•I'• • • tik1825 • W. WALNUT HILL LANE, SUITE 120 0 ♦ , ,� IRVING, TEXAS 75038 1), . O e VERIZON MDG LOCATION ID: 5000900964 VERIZON PSLOC#: 714668 BU II: 827208 i EQ U I P fv E\T LAYOUT SA534 HWY 99 & WILSON LAN SCALE. \OT TO SCALE 1110 W EAST AVK CHICO, CA 95926 F,XISTING 130'-0" SELF SUPPORT TOWER I, ITEM# DESCRIPTION ISSUED FOR: H - FRAME 1 UNISTRUT, 1 —5/8"x1 —5/8"x5', SLOTTED REV DATE DRWN DESCRIPTION DES./QA 2 PIPE CAP FOR 3.5" OD PIPE, HDG 3 U—BOLT KIT, 3.5" OD (1 U—BOLT) A 07/13/22 SKY PRELIMINARY EAN UNISTRUT/SUPPORT RAIL 6 4 END CAP, RED, 1 "—5 8 UNISTRUT / 0 10/21/22 SKY FINAL AMT WEIGHT 273 5 3.5" OD PIPE, 126" LONG 1 02/09/23 SKY FINAL AMT CDr- 60" NOTE: PIPE ( 0 ) SHALL NOT © 52" FINISH SLOPE TO DRAIN ^ 1 2 03/29/23 SKY FINAL AMT EXCEED 6'-0" To 3 05/22/23 SKY FINAL AMT O I, O • I I 1 ' 4 06/14/23 SKY FINAL AMT I A-A I A-A 5 06/22/23 TFL FINAL AMT © I FINISH SLOPE TO DRAIN ► I I o 7 1 6 07/24/23 TFL FINAL AMT �/ it ,� _ 6 07/24/23 TFL FINAL AMT j � x 10 3" DIA SCH 40 PIPE %6 08/26/23 TFL FINAL AMT _ N I PROPOSED 3.5" DIA. SCH 40 PIPEI I I - GALVANIZED r7 I PROPOSED 3.5" DIA. I I Q °' 18" DIA DRILLED SCH 40 PIPE IL PIER FOUNDATION GALVANIZED ■ L PROPOSED 1'-6" DIA. CONCRETE irr) I -P s� PIER (TYP) �`. 11 PROPOSED 12" A-A SECTION DIA. CONCRETE rr)t PIER (TYP) �..- 1 — - CONCRETE PIER SIDE FRONT CONCRETE PIER IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. C[ H-FAME CO\CRETE PIES \STALLATIO\ DETAIL / \OT USED SHEET NUMBER: REVISION: C____). SCALE: \OT TO SCALE TYPICAL ICE 3PIDGE DETAIL 4 SCALE: \OT TO SCALE . 8 3 SCALE: \OT TO SCALE 6 J pSON JURISDICTIONAL APPROVAL: a .+I�L I I w� Sim 12.1 . 130 I I O ,�Q h�� IEC�1ER x�C 1p1ou P' IlmI1J.4'uI L $iai�.�ON $iT ii STigh6 L $IL UNMOOR $IT 1113u111ti mete'. CeWrNI.iUR ft I •rPr.emia=trap irimir ■e ram.I-..i * rrr WA liord.ri..�,F. WM Pun FEiT maim E MINE 1PITDi1 KTIMM RIM w MEM) .IMIINr. O PI!+�i■ fM� TRW Wa.. � Ed m ra a . 1 lilies�� ■wr mom ■ MPw• NI n ILA ... __a Imp 0 Fur IMP i I mmw 1 i + ire— .i 12 In* PPP II PPP'IP* .3.01111M o MN In iim Oroidom d limimva ha Ifflp1 F F�Rii •' , �+�• - o.rl Mild�■r - 1 I 4 Win him L 1i r lol r�lmid 4 11� a r IJ,i Libel# °' -. s' ., ibiwi .. P�w - iimm em i norm Ma a i�1a clia�9 y uh■r f11■yr 11 2I'•VIM ®FLI .;� t + 1 ■d■■��oii ' �� ' imii M® b I11 i�a L�r1� • ° °. lid lei_1ms■7!11 + awl lir r Ai RIME IPPIN IP rim AVM WWWii■!Q {I • I I__ -1- I.11 = - - iiir ill MIN i• 9 Rd*In1 Q 11 .*PP4P'P a FM ImIN 0 .' • ROMP ohPl•4�Pir kw R41 r 'dam • a 11 v r • ND ' 1191110101 _ .. �I■ii ri■Wv I■■�. !�I �� MILI MM. • Pi�13d '�w ��seer__ _ a a+�riii WA Mae (I Pr 17 I'+' 1 ?.- ..i _. . 1El - 411 I�1��1+�1�41 4 M�1 PprM■F a i I�r t� �9 i�� I.91 S' - • r�■w me i_ Pie i - W EI a !Ii L Lim � !il'dlla� .4101 =a dPPirli • �1 -:-°I i • - ir■I L 11�dimming waimo ■ �_� a i4 O� 4�r a 9■ *F1■•PM r!MID iS'�� 1..iu�. - _� ' 11201 it Pam Nimo . Pil■al die • '� o li•roman Ell i EERIE ti:mAre _ 4r lil P 4iLTtliT®1 iT0 •�. ' _ urorR�r Pas• r rP�a�P P�NIP - Emma G�IMii*iiii G Plomb NS■iai a •io a minampamensemlipimp I hil..K.111 tiMM NOM Si • Pump mom NEE,41 pli D Mom.Lisp! -a mida i Ow imam a=radmal -'>,• Imit AM a�l.l i_ir m I��a.■.r P�� 4 •• PPi*44r` 4�■i1m -0 id lad down , r mil- omi ihl di■it■■�mimosa a P� a� P�� [RpmdL � 11 m - ! Rooms ■ a Ed 10i. o imam Okamod•ham P donl•i_drier r lr I■1 Weil ■ __i 0 Lr i dim Upig■ 9 [ verizonvl I 1.ri *• P • �4 JIM .r 9__ 1�i 4 a 1 In PdaIrd CAL, W b owde■ known a ll Ism polish al `W■iambi r..`i: ll�.I+�.�t! + i Hoerr r� :e : wen D crPr�4 A 4+111 `I r Phew I�r•�11,� Far MI NI 5' �■ Inc tga•r d fa isrd r}a#t. Lamm"_ *mg mo Laa M1IS • °~�1 • i_JJ'w' 2785 MITCHELL DR BLDG 9 deb 1 I17 tI�Mil re■ 1 rP 14ti�I. �■ LLB in* Eva mid + •�idso+ di. OM Mils III ria IFT 11111111 ' 1a■rays■o iiit i•■Phi ij■ i i f dry.d 0 _ail I.IFiy rtw a!am hank 0 4•41 wp.4wa• WALNUT CREEK, CA 94598 ■411 P 1R�n■PI �1�I■Pry P PI1 PIId P.i 1 �L�_ �L# T� + P�km Ifilw•Whimil rind - IMPPi ME a o GI ham amiss 0 1.si.�.r illii P1 71 i�p1 rwl 1■�l 1 Ili I�+a.�:�14+ 1 i'M� , IN Mira r. L.ri • iiitil daail�- o PIi■�pao 1��u■I�■ri C■z Win•i NM ie illlzoN. - i Pwts tiliylr _ 1 llPl iT®:ITS C1 MI i lkihmrs CROWN Nki; m. . iMmMs. II�1� �I b le M � * a or CLI% CASTLE La�racy I Brand n lam� ■i�•r■N} a ��I�■�, ■PPS a Qh..1•0041110+1114P1+411 IN 11.1110,1 I*WI WIN p rixis.owli 1111 MN In -n �a MM. Gi��rr1. 1505 WESTLAKF. AVENUE NORTH, SUITE 800 CI oirr ■ I i.yLrl H Prha MI :1-11 • IMAM Y main•rem me. rw, N iP d i P u l add.d I P r}ip P 4m • i a �■Imo SEATTLE, WA 98109 '+ I113.4 ' Map hap ■ Nas lac i-rdlat *Oak 7dl■,b•Io,ai n II'real Plana , �w NON Fah Ink pahm�`�L r �4�IFrlI1iP • . p•6 1 I li - go II�I1ria• ' mid AMNIA Ppili• K�•,).1�F7 i. M.�� i WIN�w I �Mk i 11 I ■d i■id i�#�rl �'I� �T��l Trylon .fir a ti rm ■ Ili_Li�i I �i1Wi Mil■�li■1ia_ • lIII� I PI ••::li . r • ii4• i i I. amp*C.H i'Irk ill _■lip Nil 41■ it i ai■iaM . •• —� l i•I kIl N # !' - FP 111i� Pt+�• i 17R • �' - �■�li ~Lei 1825 W. WALNUT HILL LANE, SUITE 120 EMp iPl bile deli 1! IaSIkPtl a 3irtTi■9 - m ird . �F I +l■ fw• r pw�a■1i�■■Y �i i■a .11 �■pa�r a�m r .fy i■P era WNW Lad 1�d , '4' am baarrl� i Ng w.—GIs Pam Nap■Ewan+Iddiii lief aIi IRVING, TEXAS 75038 + .Midi 11•1 . I1ii'P1a*i •w • 1Pr.Wi 1SMIN .� + iI`r . irit P111111� ■ AM 9.111411 q.i�.r Ir.i� 1 • F•1i.WrPr.p■i * Padolaliima*pain I : e VERIZON MDG LOCATION ID:.1 rdr 5000900964 5000900964 VERIZON PSLOC#: 714668 • BU #: 827208 MVO I LK II 31] Ili 0 E r I M i- I SA534 HWY 99 & WILSON LAN IPLimlaTTEAL �iEiE SEE II�1a 1110 W EAST AVE i iU$TRIM.N!# L INI 1�IIr, $!T NIM MOM. IN!$�L NM 101k S!T PDut.P1111.L Gee-!L La r1.-u•,'tiL I CHICO CA 95926 a%D i1. - EAr� Iiiil l G■il1111r' I r+■1Li° yl ' F,XISTING 130'-0" SELF SUPPORT IPPLICASINI MD 11111111111010 DATA DMIAMII UM I A1113 AEI TOWER Il ii1l Iwo!- I - �'m�' NM iii11l� .trio 2■41�i1i Wrt1� _ limip ■ ._ I ..r.,.F!,1 ■1+M Id hi ♦ / b. — i Iti■ Prnl_rr �. �■W T�■- 11 I+r,I lid VW dl 'kW MirMd• ■@� • MI rii■rJ�•1 Oft r�W s if i 1 ppi dint Lawns- aide. Potad Id ad. him ems-•. . ••• rr La.ANN oaiili ir7h1■ Pahl 'r4P RONJ I ME Pc OW _ _7 - . ' 4 q y iriD4hr 'x•I r*t Irk ISSUED FOR: •� 1 W�! rind-I- 'iit m.be id• id air .1 f - — +1 M 1 1i ■P• 'r e r rF i 1 i1 k poul•■ WE itLp�w l N El dW� r M Mi11 d� 1F 11* kw • 'a i I�A 'W lid WM 14i I PS REV DATE DRWN DESCRIPTION DES./QA laimi -a p, la CEliI� w•— lei i, MI WPM DIM MT Mt PMh'41 111111111. 1� A 07/13/22 SKY PRELIMINARY EAN an*WWI 411, I Man 0 10/21/22 SKY FINAL AMT hrI jfI rMFIEIN� r'MW ®L '�4 Flil*In "WI {{�. 1f .1...l�I•ra �` +� , ill [i li ■1 ri• as u fi 1 02/09/23 SKY FINAL AMT lipliablind Pm dad'lip w Leg lira Dili Pi WIi- ■ ld ■ ■ ■ ■ IN. iI' IT IN ■ 14 ■ s - � ■ �' pm �i - _ .L� � NJ Da■.■�i�rat 4 M�1W■ RI IF i P IN 11 1PM RP # A d■ • w d -• ■ Wil FI r> 1=MA�� t 2 03/29/23 SKY FINAL AMT id now S u1•I • 14 ■ ■ • •M ii id, :■ de III ■ 9 linlim �� 41 ar1•t, i•u o M■Naa,Ph pm* . m as 3 05/22/23 SKY FINAL AMT CON 41comig ad FIi15i'1 , lima � i!M " - L _ MI `kki i# 4 06/14/23 SKY FINAL AMT 1r p - �� iil 5 06/22/23 TFL FINAL AMT i 6111 'P111 i-in Pell rill vm 11•1 Pi!LW-e jah Pv Lr mi 1�eE L ' '1&W LEDIKOmei Ddli11 Pp! sa WeR r SI 1 PLP a '"' ■'�■�'■+ 6 07/24/23 TFL FINAL AMT l' it�1'r •1• Pai 1 Al R4 ism CREEP ..s, w i .ir 11Pal ' ig� °rrlllr Pi 6 07/24/23 TFL FINAL AMT I�PI.�i i'II* R I ii R:4 •• e H ■o■° 1 a�1a11.i.1�■r21.a Ir■a�. hlil '�1�+4 �+ 1if tJ Pi EP MAP ' . . i�■y III Par ,��■gr, ! NOV v11PI a±+f+ NI ■Pa �I_—i En■I�Iw i 6 08/26/23 TFL FINAL AMT Sim i Fi I �1 ra.pa- .■w r no map .P, .P■1 +- . 1- I ar Al MPI ®pi°,•7=i1 d7 II Impril P 4lit•I dill a - -� -. IP •r A L . (aim 1,p101 qidp gl E' e 11 MCSWI 1A RINI=r,41100 III" Ill MI .__ IWPMimp �, r■414 PW TI 1•.FIh rel a+r NEM •i pdin a.iV'r} i 1 it s_ iTW■diTW■ sarm 1 lid IP.�P�110•14 i '221 1 i ■ 1111 M PdM#rWMW® Imo!'Ma V Wier � In.I MINIM PM IN •Id 1� .I r I+ •4 01 M 1#'!,4+.Fpa•'4dP� — Phil I Eiffel l M lin=Who Is�� w i,11 dd `••- • l .• ' r ■% -' F■i!.sr.Pi4+WSW I■P I NIP■ kV 1ni a Gam■ FeL rI■I14 I n ■1 rr'!'1 I P•I+PR'b'4•TIT 1 narr`•hip ■ i-S iir -■ti i f =MLR au 4110111.■p■a.MAWR Mill i• ■ - -_M Omit ma na COMM _, •.o maimm.spimuiceim a•dw>•a■maH_ 1 min Imam.Ise 11', # Ito V-Adi ph PAW ill i-■�■1 .�r.�i'1■r■_�_ �i `.illir ii..i..fili•ile *ail— SF�tIhdOIR®�••r•07�LariJ■ �`■� �+ MIS Pin:�7 MP 171 • Cr■i i�i1■I■ Wes • ir is lima #■■1 . I �1Irdl ii� - l� MF] M1! LiL�lii�Om orIn •1.4.7 - - - iYi. V�i..ra�.P.a+r..I�■ � IT IS A VIOLATION OF LAW FOR ANY PERSON ■•PF� i•M4•d511Y�PP•�*� •roll* after+ Win Wan•!i.i 11011111411 •P4,, Iiiiimeillemielen r ar.I.ri`rr�..kr P� �1Ilalaid�`i Moire deli UNLESS THEY ARE ACTING UNDER THE DIRECTION Paw �.�I i ■Rpm r.yydl y. y NMI EPP P.EINE hi a =I� ill�i i OF A LICENSED PROFESSIONAL ENGINEER, '1 i TO ALTER THIS DOCUMENT. C E\E NATO S P EC I EI CATI O\S SHEET NUMBER: REVISION: �1 .._ SCALE: \OT TO SCALE C .... 9 ._ \i, I e rii JURISDICTIONAL APPROVAL: T- V DOR AR " A \ D P - R V A \ - \ T SEED \ G - R OS O \ A \ D CO \ TOL \ OT- S PLANT TEMPORARY SEEDING AND MULCHING IN ALL AREAS THAT SHALL BE INACTIVE FOR 15 DAYS OR MORE. ALL 1. ALL EROSION AND SEDIMENT WORK SHALL CONFORM TO STANDARDS AND SPECIFICATIONS OF THE LOCAL DISTURBED AND ERODED EARTH SHALL BE REGRADED AND SEEDED WITHIN 14 DAYS WITH SEEDING, AS DEFINED ABOVE JURISDICTION. AND AS SHOWN ON THE TABLE BELOW. TO ESTABLISH STABILITY AND PROVIDE SEDIMENT CONTROL, WHERE POSSIBLE. TEMPORARY SEEDING GROWTH SHALL NOT BE MOWED UNTIL IT HAS GONE TO SEED FOR 1 YEAR. 2. DAILY INSPECTIONS SHALL BE MADE BY CONTRACTOR FOR EFFECTIVENESS OF EROSION AND SEDIMENT CONTROL MEASURES, AND NECESSARY REPAIRS SHALL BE PERFORMED WITHOUT DELAY. INSPECTIONS SHALL BE LOGGED PERMANENT VEGETATION SHALL BE INSTALLED WITHIN 10 DAYS AT THE COMPLETION OF ANY GRADED AREAS, BY THE CONTRACTOR WEEKLY AND AFTER RAIN STORMS. WEATHER PERMITTING. ALL PERMANENT VEGETATION SHALL CONSIST OF PLANTING AND SOD. 3. EROSION AND ANY SEDIMENT WORK ON THIS SITE SHALL BE CONTAINED ON SITE AND NOT ALLOWED TO COLLECT ON ANY OFF-SITE AREAS OR WATERWAYS. WATERWAYS INCLUDE BOTH NATURAL AND MAN-MADE OPEN DITCHES, STREAMS, STORM DRAINS, LAKES, PONDS, AND WETLANDS. 4. CONTRACTOR SHALL APPLY TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES WHEN REQUIRED AND 1. SET THE 2"x2" STAKES 2. EXCAVATE A 4" WIDE x 8" DEEP TRENCH AS DIRECTED ON THESE PLANS. HE SHALL REMOVE TEMPORARY MEASURES AS SOON AS PERMANENT • UPSLOPE ALONG THE LINE OF STAKES STABILIZATION OF SLOPES, DITCHES AND OTHER CHANGES HAVE BEEN ESTABLISHED. 5. STAGING THE WORK SHALL BE DONE BY CONTRACTOR AS DIRECTED IN THESE PLANS AND AS REQUIRED TO 1I ENSURE PROGRESSIVE STABILIZATION OF DISTURBED EARTH. [1 verizonv 1 ,! 1, \ 6. SOIL EROSION CONTROL PRACTICE WILL BE ESTABLISHED IN EARLY STAGES OF CONSTRUCTION BY THE II II CONTRACTOR. SEDIMENT CONTROL PRACTICES WILL BE APPLIED AS A PERIMETER DEFENSE AGAINST ANY 2785 MITCHELL DR, BLDG 9 �\ TRANSPORTING OF DIRT OFF THE SITE. WALNUT CREEK, CA 94598 7. THE CONTRACTOR SHALL PRESERVE NATURAL VEGETATION AS MUCH AS POSSIBLE. CROWN 8. VEGETATION STABILIZATION OF ALL DISTURBED AREAS SHALL BE ESTABLISHED WITHIN 15 DAYS OF COMPLETION CL: CASTLE OF FINAL GRADING. 1505 WESTLAKF, AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 3. ATTACH FILTER MATERIAL TO STAKES W/ 2" 4. BACKFILL AND COMPACT THE EXCAVATION SOIL. WIDE LATH AND 1-1/2" STAPLES AND EXTEND •• • ••• • Trylon IT TO THE TRENCH • ••• •., : • : i 1 I r j F • Eli 1 u u I 1825 W. WALNUT HILL LANE, SUITE 120 IRVING, TEXAS 75038 eee; 0 1 1 :::: I 1 :::: i S -. i • > f ° ..,- . ,. :�. \ VERIZON MDG LOCATION ID: /\ EROS O \ CO \ TROL SE E \ CE OF CO \ STD CT O \ 5000900964 i\ \\��\\// i\\�\��i� 0 \i\�\i \�\\i (NOTE: STEPS BELOW MAY BE OMITTED BASED ON SCOPE OF WORK) VERIZON PSLOC#: 714668 \�\\\\\i i �\�\\ \i i BU #: 827208 1. STAKE AND/OR FLAG LIMITS OF CLEARING. SA534 HWY 99 & WILSON LAN 1110 W EAST AVE 2. DURING PRECONSTRUCTION MEETING ALL EROSION & SEDIMENT CONTROL FACILITIES & PROCEDURES SHALL BE CHICO, CA 95926 o DISCUSSED. EXISTING 130'-0" SELF SUPPORT PLAN y 3. CLEARING & GRUBBING, AS NECESSARY, FOR INSTALLATION OF PERIMETER CONTROLS. TOWER 4. INSTALL SOIL EROSION FENCING AND FILTERS ON EXISTING STRUCTURES AT ALL LOCATIONS AS SHOWN ON PLANS. 5. IF CONSTRUCTION ENTRANCE IS REQUIRED, AND IF CONDITIONS ARE SUCH THAT MUD IS COLLECTION ON VEHICLE . N. I • N. TIRES, THE TIRES MUST BE CLEANED BEFORE THE VEHICLES ENTER THE PUBLIC ROADWAY. THE SITE ENTRANCE ISSUED FOR: SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING OR FLOW OF MUD INTO THE PUBLIC A M� B A RIGHT-OF-WAY. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO THE ROADWAY REV DATE DRWN DESCRIPTION DES./QA iMll ,�� MUST BE REMOVED PROMPTLY. A 07/13/22 SKY PRELIMINARY EAN ��`-�iw ■■■■m■r■ o:i33��`i0i 0 10/21/22 SKY FINAL AMT ` \\��\\ �_;_ _ _•: _ _____ \�\i\\�� 6. CLEARING & GRUBBING THE REMAINING SITE AS NECESSARY. \ \\\\�\\\��\ice MINN = = \�\i\\�.,-- / 1 02/09/23 SKY FINAL AMT ��\�\\�\ =:e = _E 7\i\i\\i�\� 7. BEGIN FILLING & GRADING AS REQUIRED TO REACH SUBGRADE. ALL REMOVED MATERIALS SHALL BE STORED ON \ \i�,\�\\,\\ - _ ji\\\\i \ 2 03/29/23 SKY FINAL AMT \\\\��\\�0.‹. �\��\ �� \\�\�\\� \� SITE AS DIRECTED BY CONSTRUCTION MANAGER. ELEVATION /\\ \\/\\ \\i\\\ \\\,\\\*�\\\%\ \i \\��\\ \\ \\\ / 3 05/22/23 SKY FINAL AMT 8. INSTALL UNDERGROUND UTILITIES. 4 06/14/23 SKY FINAL AMT 9. CONSTRUCT AND MAINTAIN TEMPORARY DRAINAGE SWALE DURING FILLING AND GRADING ACTIVITIES. 5 06/22/23 TFL FINAL AMT POINTS A SHOULD BE HIGHER THAN POINTS B 6 07/24/23 TFL FINAL AMT 10. CONSTRUCT SITE WORK INCLUDING STORM DRAINAGE FACILITIES. 6 07/24/23 TFL FINAL AMT 11. UPON INSTALLATION OF STORM DRAINAGE CATCH BASINS, INSTALL INLET PROTECTION. `6 08/26/23 TFL FINAL AMT 12. INSTALL TEMPORARY SEEDING AS REQUIRED TO WITHIN 10' OF PAVEMENT. i • 13. INSTALL ACCESS ROAD AND COMPOUND GRADE. 14. INSTALL PUBLIC UTILITIES (ELECTRIC & TELEPHONE). 15. INSTALL PERMANENT SEEDING. 16. MAINTAIN EROSION (Sc SEDIMENTATION CONTROL MEASURES UNTIL THE SITE HAS BEEN COMPLETELY STABILIZED. 17. CLEAR DETENTION VAULT OF ALL ACCUMULATED SILT AND REMOVE ALL TEMPORARY EROSION CONTROL DEVICES. LEAVING ALL FENCING ON SITE PERIMETER UNTIL ALL CONSTRUCTION ACTIVITIES ARE COMPLETE. REMOVE FENCING UPON COMPLETION OF CONSTRUCTION. 18. RE-SEED AS NECESSARY. 19. ALL SOIL EROSION CONTROL MUST BE REMOVED FROM THE ROAD RIGHT OF WAY. IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. 1k / ,� -POSIO\ CO\TOOL DETAILS & \OTES SHEET NUMBER: REVISION: SCALE. \OT TO SCALE i.:), ir 1 NOTE: NOTE: JURISDICTIONAL APPROVAL: - USE OF SWALES AND/OR DRAINAGE TOP OF CHAIN LINK FENCE (FABRIC) TO BE DITCHES FOR PROPES WATER RUNOFF AS SMOOTH SIDE OF FENCE FABRIC W/ CUT NEEDED. SIDE TOWARD THE GROUND - AGGREGATE IS BASED ON STANDARD AASHTO. 2'-0" (UNLESS OTHERWISE NOTED) _ _ - SLOPE NOT TO EXCEED 1/4" PER FOOT 4"0 NPS GATE TO MAX. GRADE OF 6" FROM CENTER OF POST (TYP) COMPOUND TO EACH FENCE LINE MIN. 4 FASTENERS (HOG 4"0 NPS GATE RINGS) PER 2-1/2"O POST (TYP) - SUB-GRADE SHALL BE COMPACTED BY NPS LINE POST (TYP) \ SHEEPS FOOT VIBRATOR OR RUBBER c \ 3 ROWS ALUMINIZED TIRED ROLLERS WEIGHING AT LEAST EIGHT " ANGLED BARBED _ 10'-0" _ 5' -0" 1.-- _ 5'-0" BARBED WIRE TONS. WIRE 45' ON ALL \ MAX J GATES SIDES (TYP) \ BRACE"SCH TO P 40 RAI - FINISH GRADE SHALL BE COMPACTED BY " \ GATE FRAME STRETCHER BARS (TYP) SMOOTH DRUM VIBRATOR ROLLERS LINE POST WITH CHAINLINK FENCE 3"O NPS CORNER 2"O SCH. 40 (TYP) WEIGHING AT LEAST EIGHT TONS. POST (TYP) W V �w Diiiiiiiiiiii``O ••iiiiiiiiiiiiiiiiiiiiiiii 'o!iiiiiiiiiiiiiiiiiiiii•�O•i :�O•i•.•iiiiiiiiiiiiiiiiiii!%'i iiiiiiiiiiiiiiii 2-1/2"0 NPS LINE POST (TYP) ••iiiiiiiiiii•�•.� ••iiiiiiiiiiiiiiiiiiiiiiii •i`ciiiiiiiiiiiiiiiiiiiiiii !Oii�.•iiiiiiiiiiiiiiiiii•.'�•i •iiiiiiiiiiiiiiii • Ii:L iiiiiiiiiiiiii• iiiiiiiiiiiiiiiiiiiiiiiii •iiiii`i❖iiiiiiiiiiiiiiiiii Pr, •iiiiiiiiiiiiiii 2" GALV. MESH #9 GA. ♦••••••••••••• •••••••••••••••••••••••• •••••••o••••••••••••••••• ••••••••••••••••••••••••• •••••••••••••••• •••••••••••••••••••••••••••• ••••••••••••••••••••••••••••••••••••••••••••••••• ••••••••••••••••°•••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••'%'�••••••••••••••• •••••••••••••••••••••••••••••�% FABRIC (TYP) verizonvl 1 o m iiiiiiiiiiiiii• iiiiiiiiiiiiiiiiiiiiiiiii •iiiiiiiiii •i.,..._iiii6:414iiiiiiiii.....1*••*.' .. •iiiiiiiiiiiii4 Q �� •••••••••• ��„,4��...I. , •��,� �� •••••••••••••••• BOTTOM TENSION WIRE #7 O m ........ . ...; •........•O;.•O;.•0;........... . . .•O;.•O;.•0;... ;00.•0;......;� ...•O;O.•O;.•O,•,o..•O;.•O;.•0;...•O;.•0;.. ........ ......;. GA. ALUMINIZED COIL WIRE 2785 MITCHELL DR, BLDG 9 iiiiiiiiiiiiii• •iiiiiiiiiiiiiiiii'!ii• iiiii roiiiii!•iiiiiiiiiiiiiiiiii • iiiiiiiiiiiii!:' `� :❖:O•O:•O:•O:•:O•: •O:•O:•O:•O:•O:•O:•O:•O:❖:❖:❖O:❖ • :•:O•O:•O:•O:•O:•O:•O:•O:•<'❖:❖:❖S i ❖•%•:,,..............•.,., .�.�.�.�•�.�,�.�,�.�,�.�•e.,, WALNUT CREEK, CA 94598 iiiiiiiiiiiiii• iiiiiiiiiiiiiiiiiiiiiiiii •iiiiiiiiiiiiiiiiiiiii'o!iii ,:.,'iiiiiiiiiiiiiiiiiiiiii •iiiiiiiiiiiiiii FINISHED GRADE • .............. ......... ............. ........................ ........................ .............• CROWN 4" OF DGA STONE (1" OR LESS WITH '•.::III III IIII IIII III••••- ... �IIIIE=IIIII II1= I =IIIH�iiiii�uiii IIII e:, IIHI iiuI IIIII IIIiimllll- IIIII�IIIII� - IIIII�IIIIII IIIII�IIIII IIIIIwIIIIImIIIII�IIIII�IIIII�IIIII�I =1iumiIIIImIIIIImIIIII 11111� FINES AND DUST) o z '. ; FENCE FABRIC TO CASTLE 4" OF #3 STONE (3" TO 4" STONE CLEAN) .... M :.') TRUSS STYMIE LOCK/GATE ,:a`!; BE 2" (AFG) ABOVE CIC Y RODS KEEPER BRACKET °Y • FINISH GRADE 1505 WESTLAKF, AVENUE NORTH, SUITE 800 CLASS 4 GETEXTILE MATERIAL "MIRAFI-500X" (TYP) ° SEATTLE, WA 98109 (OR EQUAL) •• y ••;.•.' r;' •..• •a• •= —eY• • • i ' - 111— iriv I— �ij ,r; Yr1r1r•Yrri _ I 1-111-1f• ` SUBGRADE PROOF ROLLED/COMPACTEDCONCRETE FOUNDATION 10x 36� ( YP) GATE HOLD BACK LOCATED • • 1 FT OFF FACE OF FENCE (TYPICAL FOR 2 PLACES) � � '' * � - ' Tr o n � • II I IIIIIti4 ; I II II II I • :•: :.. .:, 1825 W. WALNUT HILL LANE, SUITE 120 ia,„i,--. IRVING, TEXAS 75038 I % VERIZON MDG LOCATION ID: 5000900964 CSITE COMPOUND AREA SURFACING TYPICAL FE\CE (Sc GATE SECTIO\ VERIZON PSLOC#: 714668 SCALE: NOT TO SCALE 2) SCALE: NOT TO SCALE BU #: 827208 SA534 HWY 99 & WILSON LAN 1110 W EAST AVE 40 CHICO, CA 95926 EXISTING 130'-0" SELF SUPPORT STANDARD COMBINATION LOCK ■'EC: TOWER ALL LOCK SHOULD BE MARINE GRADE BRASS LOCK WITH STAINLESS STEEL SHACKLE, SOLID BRASS BODY PROVDES ‘ i STRENGTH AND CORROSION RESISTANCE. I N. ISSUED FOR: STAINLESS STEEL SHACKLES RESIST • - REV DATE DRWN DESCRIPTION DES./QA HACKSAWS, BOLT CUTTERS, AND GATE KEEPER STRETCHER BARS 0- CORROSIVE WEATHER CONDITIONS BRACKET A 07/13/22 SKY PRELIMINARY EAN 0 10/21/22 SKY FINAL AMT ALL LOCKS SHOULD BE A PROGAMMABLE COMBINATION LOCK THAT IS STRONG, A 1 02/09/23 SKY FINAL AMT DURABLE AND HIGHLY WEATHER RESISTANT ♦♦♦� 2 03/29/23 SKY FINAL AMT GATES ♦♦♦ 1 THE FOLLOW LOCK IS APPROVED BY ♦♦♦♦♦♦I 3 05/22/23 SKY FINAL AMT CROWN TO BE USED ON SITES (BUT IS ♦♦♦♦♦♦♦♦. 0 4 06/14/23 SKY FINAL AMT NOT LIMITED TO THE ONLY MANF. OF THIS TYPICAL ♦♦♦♦♦I '♦ 5 06/22/23 TFL FINAL AMT LOCK AND CHAIN i =tFi TYPES OF LOCK) STYMIE LOCK ♦♦♦♦♦♦♦♦♦♦♦♦. .♦♦♦ TO BE INSTALLED / 6 07/24/23 TFL FINAL AMT ON ACCESS GATE PART NUMBERS: .♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦• ♦♦♦♦♦ / / ♦�`♦♦♦♦♦♦♦. ♦♦♦♦♦♦ 6 07/24/23 TFL FINAL AMT ABUS 180 HB 50-63 WITH 2-1 4 ♦♦♦ MARNE GRADE WITH 4 DIALS. `6 08/26/23 TFL FINAL AMT ti ABUS 180 COMBINATION 1 " MARINE GRADE 9 WITH 4 DIALS. ♦ ♦♦♦♦ i__i:ri 14.** m °' I -.--...• ,,___,,, \___) C O • . Ip . � ' ` v rN1 • . . GATES •. •. ' PLUNGER BAR GRAVEL ROAD b. :4io n. LATCH & STOP r s s R CONCRETE FOUNDATION �`� IT IS A VIOLATION OF LAW FOR ANY PERSON, 1 0"O x 36" (TYP) UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. N I I C 3 P LU\G- 3A� DETAIL STYMIE LOCK DETAIL SHEET NUMBER: REVISION: SCALE: \OT TO SCALE CLIDSCALE: \OT TO SCALE , 6 11 ., J c JURISDICTIONAL APPROVAL: GE \ EAL ELECTS CAL \ OTES : A33EV ATIO \ S : 1 . ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE & AND LATEST VERSION OF THE NATIONAL ELECTRICAL CODE AND AWG AMERICAN WIRE GAUGE ALL LOCAL AND STATE CODES, LAWS, AND ORDINANCES. BCW BARE COPPER WIRE BFG BELOW FINISH GRADE 2. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 BTS BARE TINNED STRANDED UNLESS OTHERWISE INDICATED. SUPPLY UTILITY MARKING C CONDUIT TAPE BURIED 12" BELOW GRADE ALONG ENTIRE LENGTH OF 4 CAB CABINET UNDERGROUND CONDUITS. a CIGBE COAX ISOLATED GROUND BAR EXTERNAL - . , DLO DIESEL LOCOMOTIVE CABLE 3. ALL CONDUCTORS SHALL BE COPPER WITH THHN/THWN o • „ o DWG DRAWING INSULATION. CONTROL CONDUCTORS SHALL BE STRANDED, EGR EXTERIOR GROUND RING POWER & LIGHTING CONDUCTORS SHALL BE SOLID FOR #10 ° ° EIGB EXTERIOR ISOLATED GROUND BAR & #12 CONDUCTORS AND STRANDED FOR ALL OTHER SIZES. tk® G GROUND" . z \ GPS GLOBAL POSITIONING SYSTEM 4. ELECTRICAL DRAWINGS ARE IN PART DIAGRAMMATIC. "plir 4 �� HALO INTERIOR GROUND RING \ 8 \ MIGB MAIN ISOLATED GROUND BAR [ verizorrfl COORDINATE ELECTRICAL WORK WITH SITE CONDITIONS. \ / �� 2785 MITCHELL DR, BLDG 9 ;� MSC MULTI—GROUNDED NEUTRAL 5. LOCATE ALL UNDERGROUND UTILITIES BEFORE TRENCHING. ' MSC MOBILE SWITCHING CENTER WALNUT CREEK, CA 94598 IF CONFLICTS ARISE, CONTACT UTILITY COMPANY AND \� � MTSO MOBILE TELEPHONE SWITCHING OFFICE ,� CROWN \. ENGINEER IMMEDIATELY. \ PVC POLYVINYL CHLORIDE (6) '' / QTY QUANTITY CASTLE 6. ALL EXPOSED CONDUITS SHALL HAVE WEATHERPROOF �" \ fit`' Z a RGS RIGID GALVANIZED STEEL 1505 WESTLAKE AVENUE NORTH, SUITE 800 A LWA 1 CAPS, NOT DUCT TAPE. �� o SS STAINLESS STEEL SE TT E, 98 09 SST SELF SUPPORT TOWER 7. PROVIDE 200 LB TEST PULL WIRES IN EACH TELEPHONE *it �� TGR TOWER GROUND RING AND POWER CONDUIT. \ 46? Trylon TYP. TYPICAL \ \ ,‘I� WITH PULL BOXES SHALL BE INSTALLED AS NEEDED PER NEC . W/ 1825 W. WALNUTxILLLANE, SUITE 120 8. \ a IRVING, TEXAS 75038 UTILITY REQUIREMENTS. Ki. \ ° \ ELECTRICAL SYV3OL_S : VERIZONMDGLOCATIONID: CODED > A W I \ G \ OTES : \ ° 5000900964 gig \ RECEPTACLE VERIZON PSLOCII: 714668 EXISTING TRANSFORMER ° BU II: 827208 P P BURIED POWER CONDUIT SA534 HWY 99 & WILSON LAN NEW VERIZON FIBER HANDHOLE (MEET ME POINT) \ \ ° T T 1110 W EAST AVE \ a BURIED TELCO CONDUIT CHICO, CA 95926 it NEW VERIZON 200A SOCKET METER W/ DISCONNECT EXISTING 130'-O" SELF SUPPORT 0 ELECTRICAL METER 4 NEW VERIZON CABINETS ON NEW 11 '-0"x9'-4" CONCRETE PAD TOWER \ \ \ # INDICATES CODED NUMBER lit NEW VERIZON ILC CABINET ON NEW W/ INTEGRATED ATS ON NEW A H—FRAME I ISSUED FOR: �� \ \ H SAFETY SWITCH (6, FOR POWER — (1 ) 2 SCH. 40 PVC CONDUIT FOR POWER FROM REV DATE DRWN DESCRIPTION DES./QA EXISTING TRANSFORMER TO EXISTING POWER VAULT TO NEW 200A METER SOCKET W/ DISCONNECT A 07/13/22 SKY PRELIMINARY EAN A0 UTILITY POLE 0 10/21/22 SKY FINAL AMT \ (1 ) 4" SCH. 40 PVC CONDUIT FROM \ \ 1 02/09/23 SKY FINAL AMT NEW VERIZON 200A METER SOCKET W/ DISCONNECT TO NEW ILC CABINET 2 03/29/23 SKY FINAL AMT 3 05/22/23 SKY FINAL AMT \ \ \FOR TELCO — (1 ) 4" GRC OR LIQUIDTIGHT CONDUIT FOR FIBER FROM NEW FIBER 4 06/14/23 SKY FINAL AMT 8 / //� 5 06/22/23 TFL FINAL AMT HANDHOLE TO NEW VERIZON RF CABINET (PENDING COORDINATION z \ WITH LOCAL UTILITY COMPANY) \ 6 07/24/23 TFL FINAL AMT 6 07/24/23 TFL FINAL AMT \ \\ \ F - \ ` • 6 08/26/23 TFL FINAL AMT \ \ \ T \ 8 \ \ \V \ \ \ NOTE: \\ ICE BRIDGE NOT �' \ SHOWN F 0 R CLARITY. \ \ IT IS A VIOLATION OF LAW FOR ANY PERSON, \ UNLESS THEY ARE ACTING UNDER THE DIRECTION NOTE: OF A LICENSED PROFESSIONAL ENGINEER, CONTRACTOR TO LOCATE ALL UNDERGROUND UTILITIES PRIOR ` TO ALTER THIS DOCUMENT. ♦ TO CONSTRUCTION. COORDINATE LOCATION OF ALL PROPOSED A COVERALL CO\ DU T LAYOUT DIGGING & UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. SCALE: \OT TO SCALE SHEET NUMBER: REVISION: E - 1 6 , , J c 1 1 JURISDICTIONAL APPROVAL: CODED DRAWING NOTES: GENERAL ELECTRICAL NOTES: ABBREVIATIONS: EXISTING TRANSFORMER 1. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE & AND © LATEST VERSION OF THE NATIONAL ELECTRICAL CODE AND AWG AMERICAN WIRE GAUGE NEW VERIZON FIBER HANDHOLE (MEET ME POINT) ALL LOCAL AND STATE CODES, LAWS, AND ORDINANCES. BCW BARE COPPER WIRE 0 NEW UTILITY H-FRAME 2. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 BFGB FINISH GRADE UNLESS OTHERWISE INDICATED. SUPPLY UTILITY MARKING BTS COA NE RE TINNED STRANDED C CONDUIT 0 NEW VERIZON 200A SOCKET METER W/ DISCONNECT TAPE BURIED 12" BELOW GRADE ALONG ENTIRE LENGTH OF CAB CABINET UNDERGROUND CONDUITS. CIGBE COAX ISOLATED GROUND BAR EXTERNAL 0 NEW VERIZON ILC CABINET DLO DIESEL LOCOMOTIVE CABLE 3. ALL CONDUCTORS SHALL BE COPPER WITH THHN/THWN DWG DRAWING NEW VERIZON RF CABINET INSULATION. CONTROL CONDUCTORS SHALL BE STRANDED, EGR EXTERIOR GROUND RING POWER & LIGHTING CONDUCTORS SHALL BE SOLID FOR #10 EIGB EXTERIOR ISOLATED GROUND BAR 0 NEW VERIZON BATTERY CABINET & #12 CONDUCTORS AND STRANDED FOR ALL OTHER SIZES. G GROUND � ELECTRICAL DRAWINGS ARE IN PART DIAGRAMMATIC. GPS GLOBAL POSITIONING SYSTEM \ " NEW VERIZON BACKUP GENERATOR (PENDING COORDINATION WITH LOCAL UTILITY COMPANY) 4. HALO INTERIOR GROUND RING COORDINATE ELECTRICAL WORK WITH SITE CONDITIONS. MIGB MAIN ISOLATED GROUND BAR ` , FOR POWER - (1) 2" SCH. 40 PVC CONDUIT FROM EXISTING UTILITY 5. LOCATE ALL UNDERGROUND UTILITIES BEFORE TRENCHING. MGN MULTI-GROUNDED NEUTRAL POLE (NOT SHOWN) TO NEW VERIZON METER/DISCONNECT SWITCH (NOT SHOWN) (PENDING IF CONFLICTS ARISE, CONTACT UTILITY COMPANY AND MSC MOBILE SWITCHING CENTER [ verizonv 1 COORDINATION WITH LOCAL UTILITY COMPANY) ENGINEER IMMEDIATELY. MTSO MOBILE TELEPHONE SWITCHING OFFICE PVC POLYVINYL CHLORIDE ç1ii (1) 4" SCH. 40 PVC CONDUIT FROM NEW 6. ALL EXPOSED CONDUITS SHALL HAVE WEATHERPROOF QTY QUANTITY ELECTRIC METER/DISCONNECT SWITCH (NOT SHOWN) TO NEW ILC CABINET CAPS, NOT DUCT TAPE. RGS RIGID GALVANIZED STEEL 2785 MITCHELL DR, BLDG 9 7. PROVIDE 200 LB TEST PULL WIRES IN EACH TELEPHONE SS STAINLESS STEEL WALNUT CREEK, CA 94598 1lp (1) 3/4" SCH. 40 PVC CONDUIT FOR ALARMS FROM NEW VERIZON ILC CABINET W/ INTEGRATED ATS TO AND POWER CONDUIT. SST SELF SUPPORT TOWER NEW VERIZON BACKUP GENERATOR (CONTRACTOR TO SUPPLY SIZE QTY CONDUCTORS PER TGR TOWER GROUND RING Li''' MANUFACTURER SPECIFICATIONS) / 8. PULL BOXES SHALL BE INSTALLED AS NEEDED PER NEC TYP. TYPICAL UTILITY REQUIREMENTS. W/ WITH CROWN 1 2" SCH. 40 PVC CONDUIT FOR POWER FROM CASTLE fit O 1505 WESTLAKE AVENUE NORTH, SUITE 800 PROPOSED VERIZON ILC CABINET W/ INTEGRATED ATS TO PROPOSED VERIZON BACKUP GENERATOR (CONTRACTOR TO ELECTRICAL SYMBOLS: SEATTLE, WA 98109 SUPPLY SIZE/1 TY CONDUCTORS PER MANUFACTURER SPECIFICATIONS) 41) RECEPTACLE ® (1) 2" GRC OR LIQUIDTIGHT CONDUIT FROM NEW VERIZON ILC CABINET W/ INTEGRATED ATS TO NEW ••'�: VERIZON POWER DISTRIBUTION CABINET (CONTRACTOR TO SUPPLY SIZE/QTY CONDUCTORS PER -P -P - BURIED POWER CONDUIT -:r.z;�: Trylon MANUFACTURER SPECIFICATIONS) ' i • -T -T - BURIED TELCO CONDUIT 1825 W. WALNUT HILL LANE, SUITE 120 itp (1) 2" GRC OR LIQUIDTIGHT CONDUIT FROM PROPOSED O ELECTRICAL METER IRVING, TEXAS 75038 VERIZON RF CABINET TO NEW VERIZON BATTERY CABINET lb \ ' FOR TELCO - (1) 4" GRC OR LIQUIDTIGHT CONDUIT FROM NEW TRAFFIC-RATED FIBER 1 / INDICATES CODED NUMBER VERIZON MDG LOCATION ID: VAULT (NOT SHOWN) TO NEW VERIZON BATTERY CABINET (PENDING COORDINATION WITH LOCAL 5000900964 UTILITY COMPANY) ki SAFETY SWITCH VERIZON PSLOCII: 714668 BU II: 827208 0 UTILITY POLE SA534 HWY 99 & WILSON LAN 1110W EAST AVE ::. CHICO, CA 95926 41/0-1- hXISTING 130'-0" SELF SUPPORT TOWER / 1 ISSUED FOR: REV DATE DRWN DESCRIPTION DES./QA A 07/13/22 SKY PRELIMINARY EAN CO 0 10/21/22 SKYFINALAMT �- 1 02/09/23 SKYFINALAMT 2 03/29/23 SKY FINAL AMT f3 05/22/23 SKYFINALAMT 4 06/14/23 SKY FINAL AMT \\ / 5 06/22/23 TFL FINAL AMT #-/- 6 07/24/23 TFL FINAL AMT • ID + 6 07/24/23 TFL FINAL AMT �\0 \\ .. /7 \\ 6 08/26/23 TFL FINAL AMT 7 \ WN\ \ ° r i4k o co\\ \\lib \ 0eyol‘ lb �. NOTE: 0 ICE BRIDGE NOT • SHOWN FOR CLARITY. NOTE: CONTRACTOR TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. COORDINATE LOCATION OF ALL PROPOSED DIGGING & UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. 1 EQUIPME\T CO\DUIT LAYOUT SHEET NUMBER: REVISION: II SCALE: \OT TO SCALE c 1 1 NOTE: JURISDICTIONAL APPROVAL: ALL SERVICE EQUIPMENT SHALL MEET POWER COMPANY REQUIREMENTS AND BE REVIEWED & APPROVED BY POWER COMPANY PRIOR TO CONSTRUCTION 4'-0" (FIELD VERIFY) NOTE: ALL CONDUITS GOING TO UTILITY n nA RACK SHALL BE GALVANIZED I E._ J I� 1-1/2" UNISTRUT RIGID CONDUIT AND ALL CONDUIT SIZES ARE TO BE FIELD VERIFIED (AS REQUIRED) 4/0 4/0 4" O.D. SCH. 40 GALVANIZED PIPES w z WITH CAPS (TYP.) mm Q � = ! ww .. ` , J m O 1- 0 1 a za Z° verizon ' ] c� z I 0 0 2785 MITCHELL DR, BLDG 9 WALNUT CREEK, CA 94598 I L o o I CONDUIT OR CONDUITS FINISH GRADE j CROWN TO POWER SOURCE ,•0 ,�0 ,�0 ,•0 ,-0 ,- CASTLE �� —%�� • 5 I 1505 WESTLAKE AVENUE NORTH, SUITE 800 l ‘""/ a d \ \ / SEATTLE, WA 98109 / \ / // / 4 4 V ° , / ' EXISTING GRADE • ; /\/\, \ \/ • .• :. Trylon / / �I \\ \ a \4 \ ,\\ \\ \\ \ d \\ 1825 W. WALNUT HILL LANE, SUITE 120 /\/\� \ % \ 4 °d \/ IRVING TEXAS 75038 // // // N a / / / / VERIZON MDG LOCATION ID: \ \\ \ a \ \\ \\ \\ \\ \ \\/ 5000900964 // \/ \A x/ // // // // // �/ �/ // / VERIZON PSLOC II: 714668 / .1 / / \ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ / BUII: 827208 1'-6" DIA. CONCRETE FOUNDATION SA534 HWY 99 & WILSON LAN 1110 W EAST AVE UTILITY H—FRAME DETAIL (TYD I CAL) CHICO, CA 95926 2 SCALE: \OT TO SCALE EXISTING 130'-0" SELF SUPPORT TOWER Y ` 0 ISSUED FOR: 6" WIDE YELLOW WARNING REV DATE DRWN DESCRIPTION DES./QA TAPE WITH BLACK LETTER. GROUND CONNECTOR - A 07/13/22 SKY PRELIMINARY EAN TAPE TO READ: CAUTION UL LISTED (SEE NOTE MATCH EXISTING ELECTRIC LINE BURIED BELOW. 2 BELOW) (SIZE AS 0 10/21/22 SKY FINAL AMT GRADE REQ. FOR CONDUIT) 1 02/09/23 SKY FINAL AMT RIGID STEEL CONDUIT I— .,� � I COUPLING 2 03/29/23 SKY FINAL AMT � / / 3 05/22/23 SKY FINAL AMT N = I I I A 4 06/14/23 SKY FINAL AMT � GRADE _ __ __ 11E111 / 5 06/22/23 TFL FINAL AMT -� I I � 6 07/24/23 TFL FINAL AMT 7 �� PVC SCH 40 0 SIZE AS SHOWN ON LAYOUTS 6 07/24/23 TFL FINAL AMT c� I II , _,e,N L III COMPACTED , `6 08/26/23 TFL FINAL AMT BACKFILL I♦♦ r % . //// 4 4" PVC TELCO — CONDUIT — I 11— 4" PVC G Y G—S 5-1/4" POWER CONDUIT RIGID STEEL CONDUIT RIGID STEEL TO 5-1/4" -' ''.....<.--._ WITH PIPE WRAP PVC ADAPTER 6-3/4" 17-1/4" NOTES: 1 . ALL CONDUIT ABOVE GRADE MUST BE RIGID STEEL OR LIQUIDTIGHT 2. ALL NEW STRUCTURAL STEEL SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A123 G90 AFTER FABRICATION. 3. FIELD ABRASIONS SHALL BE TOUCH UP PAINTED WITH ZINC RICH NOTE: GALVANIZING REPAIR PAINT IN ACCORDANCE WITH ASTM A780. NUMBER AND SIZE OF CONDUITS MAY 4. ALL EXPOSED ENDS OF CONDUITS SHALL HAVE WEATHER VARY. SEE DWG E-1 FOR CONDUIT SIZE PROOF CAPS. DO NOT USE DUCT TAPE. AND LOCATION. CONFIRM DIMENSIONS 5. PROVIDE 200LB. TEST PULL WIRES IN EACH TELEPHONE AND IT IS A VIOLATION OF LAW FOR ANY PERSON, SHOWN WITH UTILITY COMPANY. POWER CONDUIT. STUB CONDUITS INTO ENCLOSURE AND LABEL. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SHEET NUMBER: REVISION: II E 1 4 \OT USED E3) CO\DUIT THE\CH DETAILS (4UNDECHOU\ D CO\DUIT STUB—UP ..., 3 _ SCALE: NOT TO SCALE SCALE: \OT TO SCALE SCALE: \OT TO SCALE 6 c JURISDICTIONAL APPROVAL: NW CHICO / NEW 200A AC POWER PANEL n N (f) n o > > o INCOMING POWER SERVICE, z Om cc cc m O z 240V, 10 LOAD p LA �z a a LOAD PER PHASE a z LOAD 0 p z W a p z p # c� —1 O m m 8 O c� 2k V VOLT- p z U p VOLT - 0 BREAKER LABEL/DESCRIPTION a 0 A B p a BREAKER LABEL/DESCRIPTION O AMPS p z z O AMPS AVAILABLE FAULT CURRENT = 10,000A J J • 1 SITE LIGHT 300 C 15 1748 NC 1448 2 20 RECTIFIER 1 3 GFCI 180 NC 20 1628 NC 1448 4 5 BTTY CABINET HEATERS 960 NC 20 2408 NC 1448 6 20 RECTIFIER 2 7 SPARE (OFF) 20 1448 NC 1448 8 9 SPARE (OFF) 20 1448 NC 1448 10 - 0 NEW UTILITY COMPANY 11 SPARE (OFF) 20 1448 20 RECTIFIER 3 NC 1448 12 UNDERGROUND CABLES AND 13 BLANK 1448 NC 1448 14 CONDUIT, SIZED BY UTILITY 20 RECTIFIER 4 15 BLANK 1448 NC 1448 16 COMPANY 17 BLANK 1448 20 NC 1448 RECTIFIER 5 18 19 BLANK 1448 NC 1448 20 21 BLANK 1448 NC 1448 22 23 BLANK 1448 20 NC 1448 RECTIFIER 6 24 25 BLANK 0 BLANK 26 27 BLANK 0 BLANK 28 [ ver,zonvl 1 29 BLANK 0 BLANK 30 31 BLANK 0 BLANK 32 2785 MITCHELL DR, BLDG 9 33 BLANK 0 BLANK 34 WALNUT CREEK, CA 94598 35 BLANK 0 BLANK 36 37 BLANK 0 BLANK 38 11'i 39 BLANK 250 20 NC 250 GENERATOR BTTY CHARGER 40 CROWN 41 BLANK 1000 20 NC 1000 GENSET BLOCK HEATER 42 Li% CASTLE CONNECTED PHASE TOTALS, VA: 10948 9118 AC PANEL DATA 1505 WESTLAKE AVENUE NORTH, SUITE 800 CONNECTED LOAD PER PHASE,AMPS: 91 76 SYSTEM VOLTAGE: 240 SEATTLE, WA 98109 CONNECTED LOAD PER PHASE, KVA: 10.948 9.118 MAIN BREAKER: 200 X Isc1 = 10,000A (L-L) TOTAL CONNECTED LOAD, KVA: 20.066 BUSS RATING:. 200 • MAIN LUG ONLY: N/A -DP? Trylon NEW METER & UTILITY DISCONNECT, NEMA NONCONTINUOUS LOAD PER PHASE, KVA: 10.648 9.118 KAIC RATING: 42/10 KAIC SERIES-RATED • ' '• . 0 • ° 3R, 200A, 240V, 10, INSTALLED ON NEW TOTAL NONCONTINUOUS LOAD, KVA: 19.766 NOTES: 1 825 W. WALNUT HILL LANE, SUITE 120 200/2P H—FRAME IRVING, TEXAS 75038 G N CONTINUOUS LOAD PER PHASE, KVA: 0.375 0.000 TOTAL CONTINUOUS LOAD, KVA: 0.375 NEW MAIN BONDING JUMPER VERIZON MDG LOCATION ID: #4 #4 (MBJ) PER NEC 250.28. BOND DEMAND LOAD(CONT+NONCONT) PER PHASE, KVA: 11.023 9.118 5000900964 CU- CU TO SERVICE NEUTRAL AND GROUND. TOTAL DEMAND LOAD(CONTINUOUS+NONCONTINUOUS), KVA: 20.141 VERIZON PSLOCII: 714668 TOTAL DEMAND LOAD(CONT+NONCONT), AMPS: 92 76 BU 11: 027208 SA534 HWY 99 & WILSON LAN / NEW GROUNDING ELECTRODE CONDUCTOR (GEC) MIN #4 PANEL CAPACITY, KVA: 48.000 O PER NEC 250.66, COPPER PER NEC 250.62, IN MIN SPARE PANEL CAPACITY, KVA: 27.859 NEW GROUNDING: TWO 3/4" SCHED 80 PVC WHERE EXPOSED PER NEC 250.64. 1110 W FAST AVE 3/4" x 8' GROUND RODS, MIN. 6' HORIZONTAL FURNISH PANEL DIRECTORY. CHICO, CA 95926 SEPARATION 1 ,XISTING 130'-0" SELF SUPPORT \EW AC DOWER PA\EL SCHEDULE TOWER NEW CAMLOCK PORTABLE NEW 30 KW DIESEL SCALE: \OT TO SCALE GENERATOR INTERFACE 0 (3) #3/0 Cu CONDUCTORS, (3) #1 /0 XHHW CU & (1 ) GENERATOR, i PANEL, 200A, NEMA 3R, (1 ) #4 AWG CU GND IN 2 ''C OPTIONAL STANDBY, ♦ ISSUED FOR: RATED © 10KAIC #6 AWG CU GND IN 1 CONDUIT, ±10' NON—SEPARATELY DERIVED REV DATE DRWN DESCRIPTION DES./QA A 07/13/22 SKY PRELIMINARY EAN AC LINE-LINE FAULT CURRENT CALCULATIONS 0 10/21/22 SKY FINAL AMT ISC2 = 9435A (L-L) X I 150/2P 0 FACTORY—INSTALLED NOTE: CALCULATIONS BASED UPON THE POINT-TO-POINT METHOD 1 02/09/23 SKY FINAL AMT E—STOP 2 03/29/23 SKY FINAL AMT 0 4 a a 0 ° ° 0 ENTER THE FOLLOWING INPUTS: N N 3 05/22/23 SKY FINAL AMT 0,, N ,E AVAILABLE FAULT CURRENT, FROM GOVERNING UTILITY COMPANY (LEAVE BLANK IF UNKNOWN) 10000 AMPS I MN a xnTs (2) #12 XHHW CU & (1 ) #12 4 06/14/23 SKY FINAL AMT 6-2) • AWG CU GND IN i' C, ® 0 0 FAULT CURRENT AT SERVICE ENTRANCE 5 06/22/23 TFL FINAL AMT (3) #3/0 Cu CONDUCTORS, ' BATTERY HEATERS _ SHORT CIRCUIT CURRENT RMS SYMMETRICAL 10000 AMPS 6 07/24/23 TFL FINAL AMT (1 ) #6 AWG CU GND IN 2" 6� LINE-LINE FAULT CURRENT AT SECONDARY: Ism-L1= I(L.L)/TOTAL IMPEDANCE 10000 AMPS RMC CONDUIT, ±10' LINE-NEUTRAL FAULT CURRENT AT SECONDARY: I I /TOTAL IMPEDANCE 10000 AMPS � 07/24/23 TFL_ FINAL AMT SC(L•N}° (L•N1� • �� 0 NEW NOTE: MAXIMUM FAULT FAULT CURRENT AT NEW AC POWER PANEL %6 08/26/23 TFL FINAL AMT BATTERY CURRENT FROM GENERATOR IS CABLE LENGTH FROM SERVICE ENTRANCE TO NEW AC PANEL ("L") 10 FEET r 1 6� • CABINET 919A. TYPE OF CABLE ("Cu" FOR COPPER, "Alu" FOR ALUMINUM) Cu 1 CORE CABLE (C-- ) SYSTEM VOLTAGE (LINE-LINE) 240 VOLTS VOLTAGE SYSTEM, NUMBER OF PHASES 1 • SYSTEM VOLTAGE (LINE-NEUTRAL) 120 VOLTS NUMBER OF CONDUCTORS PER PHASE ("N") 1 i CABLE SIZE, AWG #3/0 PHASE CONDUCTOR CROSS-SECTIONAL AREA (CIRCULAR MILS) 167800 NEW 42/10 KAIC SERIES—RATED AC TYPE OF RACEWAY NONMAGNETIC POWER TRANSFER LOAD CENTER PHASE CONDUCTOR CONSTANT("C1") 13923 (INTEGRAL POWER PANEL AND NEUTRAL CONDUCTOR CONSTANT("C2") 13923 AUTOMATIC TRANSFER SWITCH), F1(L-L): F1(L-L�(2 x L x ISc)I(C1 X N X VL_L), SINGLE-PHASE OR =(1.732 x L x ISc)/(C1 x N x VL_L), THREE-PHASE 0.0599 120/240V, 200A, 10, NEMA 3R, F2(L_N): F2(L Ni)=(2 x L x ISc)/(C2 x N x VL_(,i), SINGLE-PHASE OR =(1.732 x L x ISc)I(C2 x N x VL_(,i), THREE-PHASE 0.1197 INSTALLED ON NEW H-FRAME M1(L_u: M1=(1/(1+F1)) 0.9435 Ma-r]): M2=(1/(1+F2)) 0.8931 ILINE-LINE FAULT CURRENT AT NEW AC POWER PANEL: ISC,L-L x M1 9435 AMPS UNLESS IS THEYA M ARE ACTINGN L U FOR ANY PERSON, [ ] ARE UNDER THE DIRECTION LINE-NEUTRAL FAULT CURRENT AT NEW AC POWER PANEL: [ISC,L-N x M2] 8931 AMPS OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SHEET NUMBER: REVISION: ,I ELECTRICAL 0\E LI\E DIAGEAVI 3 ELECTRICAL FAULT CALCULATIO\S [ E . 4 _ II SCALE: \OT TO SCALE SCALE: \OT TO SCALE 6 A 1 1 JURISDICTIONAL APPROVAL: 46'0 (GAMMA) 300° AZIMUTH CODED DRAWING NOTES: NEW #6 GROUND FROM -i GENERAL GROUNDING NOTES: EQUIPMENT TO GROUND BAR (TYP) / 1. TO ENSURE PROPER BONDING, ALL CONNECTIONS SHALL BE AS FOLLOWS: NEW VERIZON BURIED EQUIPMENT ;� - #2 BARE TINNED SOLID COPPER CONDUCTOR: EXOTHERMIC WELD TO RODS OR GROUND GROUND RING (#2 SOLID TINNED BCW) ° ' RING r,= NEW MASTER GROUND BAR •,��;i�` ='� -,i — LUGS AND BUS BAR (UNLESS NOTED OTHERWISE): SANDED CLEAN, COATED WITH OXIDE © NEW EQUIPMENT GROUND BAR NEAR (TO BE BONDED TO STEEL OF POLE) �� irN;, '/ INHIBITOR AND BOLTED FOR MAXIMUM SURFACE CONTACT. ALL LUGS SHALL BE COPPER NEW VERIZON EQUIPMENT (TYP. OF (2)) '* (NO ALUMINUM SHALL BE PERMITTED). PROVIDE LOCK WASHERS FOR ALL MECHANICAL ''r `\� CONNECTIONS FOR GROUND CONDUCTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT. NEW VERIZON RF NEW SECTOR I, ` (ALPHA)CABINET TO BE GROUNDED PER GROUND BAR (TYP) j / 60° AZIMUTH 2. ALL GROUNDING CABLE IN CONCRETE OR THROUGH WALLS SHALL BE IN 3 4" �/ / MANUFACTURER'S SPECIFICATIONS \ PVC CONDUIT. SEAL AROUND CONDUIT THROUGH WALLS. NO METALLIC „�,: CONDUIT SHALL BE USED FOR GROUNDING CONDUCTORS. 0 NEW VERIZON BATTERY CABINET TO BE \ li • ..��o -� i�'"� von' OWNER'S GROUNDED PER MANUFACTURER'S SPECIFICATIONS �1�� \- i , � 3. REPRESENTATIVE WILL INSPECT EXOTHERMIC WELD AND CONDUCT I I , � = MEGGER TEST PRIOR TO BURIAL. MAXIMUM 5 OHMS RESISTANCE IS REQUIRED. ` • © NEW VERIZON ILC CABINET TO BE \i'a; � :� 4. CONTRACTOR TO INSTALL GROUNDING IN CLOSE PROXIMITY TO EQUIPMENT PLATFORM OR PAD. GROUNDED PER MANUFACTURER'S SPECIFICATIONS %=� ':; /� ; -" 5. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHARP NEW EQUIPMENT H—FRAME TO BE 411 / I \ BENDS. ALL BENDS SHALL BE A MINIMUM 8" RADIUS AND NO GREATER THAN 90 DEGREES. [ verizonNil I GROUNDED PER MANUFACTURER'S SPECIFICATIONS �, ,� 6. ALL CADWELDS TO BURIED GROUND RING SHALL BE THE PARALLEL TYPE,Q EXISTING TRANSFORMER GROUND iii _,�•� `im ;� = EXCEPT FOR THE GROUND RODS WHICH SHALL BE THE TEE TYPE. 2785 MITCHELL DR, BLDG 9 RING (NOT SHOWN) (BETA) 7. BOND SERVICE CONDUITS TO GROUND RING AS THEY CROSS. WALNUT CREEK, CA 94598 180° AZIMUTH DO NOT EXOTHERMICALLY WELD TO CONDUITS. BOND NEW EQUIPMENT GROUND BAR TO NEW VERIZON BURIED EQUIPMENT GROUND RING WITH #2 SOLID ! THE GROUNDING SYSTEM IS COMPLETE. THE CONSTRUCTION MANAGER 8. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER WHEN Li''' CROWN TINNED BCW. (TYP. OF (2) PLACES PER GROUND BAR) SHALL INSPECT THE GROUNDING SYSTEM PRIOR TO BACKFILLING. CASTLE (.9 BOND NEW ICE BRIDGE TO NEW VERIZON BURIED 9. THE MINIMUM SPACING BETWEEN GROUND RODS SHALL BE 10'-0" (MAX. 15'-0"). 1505 WESTLAKE AVENUE NORTH, SUITE 800 EQUIPMENT GROUND RING WITH #2 SOLID TINNED BCW. (TYP.) ,I ANTE\NA G O U N D I\G DLA\ 10. BOND CIGBE TO EXTERNAL GROUND RING WITH 2 RUNS OF #2 BARE, TINNED, SEATTLE, WA 98109 1 O NEW VERIZON TOWER BASE SCALE: NOT TO SCALE SOLID COPPER CONDUCTOR IN PVC. CONNECT BAR END WITH 2 HOLE LUG, CIGBE (TYP. OF (1)) (NOT SHOWN) AND "CADWELD" THE OTHER END TO THE EXTERNAL GROUND ROD. •.':: NOTE: 11. THE PREFERRED LOCATION FOR COAX GROUNDING IS AT THE BASE OF ••=:�: Trylon BOND NEW VERIZON TOWER BASE CIGBE (NOT CONTRACTOR TO GROUND THE TOWER PRIOR TO THE COAX BEND. ' • SHOWN) TO NEW EQUIPMENT GROUND BAR WITH 9 PROPOSED ICE BRIDGE TO 1825 W. WALNUT HILL LANE, SUITE 120 #2 SOLID TINNED BCW. (CONTRACTOR TO VERIFY) a °O, CROWN CASTLE SPECIFICATIONS 12. BONDING OF THE GROUNDED CONDUCTOR (NEUTRAL) AND THE GROUNDING IRVING, TEXAS 75038 CONDUCTOR SHALL BE AT THE SERVICE DISCONNECTING MEANS. BONDING lit BOND NEW VERIZON TOWER TOP CIGBE (NOT 8 �� JUMPER SHALL BE INSTALLED PER N.E.C. ARTICLE 250-30. VERIZON MDG LOCATION ID: , SHOWN) TO NEW TOWER BASE CIGBE (NOT SHOWN) , 0 .- —4 0 0 0—,0— 0 o 0 9 9 9 9 9 o °�� G 5000900964 WITH #2 SOLID TINNED BCW. (CONTRACTOR TO VERIFY) / Si a �� • ' �/G VERIZON PSLOCII: 714668 ® BOND NEW VERIZON BURIED EQUIPMENT GROUND RING .� BU II: 827208 c c TO EXISTING COMPOUND GROUNDING SYSTEM WITH #2 SOLID o SA534 HWY 99 & WILSON LAN TINNED BCW. (TYP. OF (2) PLACES) (CONTRACTOR TO VERIFY) \c \ 1110 W FAST lbBOND TOWER BASE CIGBE (NOT SHOWN) TO I c� AVE EXISTING TOWER GROUND RING (NOT SHOWN) WITH a \A \ a CHICO, CA 95926 #2 SOLID TINNED BCW. (CONTRACTOR TO VERIFY) ? H:XISTIlN G 130'-O" SELF SUPPORT TOWER c� c—\ lb NEW BACKUP GENERATOR TO BE GROUNDED r •°�° c�°� PER MANUFACTURER'S SPECIFICATIONS . 1 11 c_c—c—* ' 6 0 t ISSUED FOR: (5) n e . REV DATE DRWN DESCRIPTION DES./QA A 07/13/22 SKY PRELIMINARY EAN �/ 0 10/21/22 SKY FINAL AMT 0 1 02/09/23 SKY FINAL AMT i 2 03/29/23 SKY FINAL AMT I o o a o o 0 3 05/22/23 SKY FINAL AMT 4 06/14/23 SKY FINAL AMT GROUNDING LEGEND 8 •0 0 5 06/22/23 TFL FINAL AMT #6 STRANDED a & INSULATED a , 6 07/24/23 TFL FINAL AMT oG a U 6 07/24/23 TFL FINAL AMT • • • • • • GROUND BUS BAR `6 08/26/23 TFL FINAL AMT MECHANICAL CONNECTION / a 1 a c� c—c comic—c—c—c—c—c—c— c—c—c—c—c—c c—c—c c i. III GROUNDING SYIVBOLS: Q ® GROUND ROD 1111111111 ACCESS WELL 'IIIIIIIIIII : ] GROUND ROD WITH ACCESS ` gai 11111111111 `' 'I'll". • COMPRESSION TYPE CONNECTION o IIIIIIIIIII • EXOTHERMIC WELD TYPE CONNECTION o 111 0 o I""""" G #2/0 BTS COPPER CONDUCTOR IT IS A VIOLATION OF LAW FOR ANY PERSON, BURIED GROUND CABLE a UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, D # INDICATES CODED NOTE TO ALTER THIS DOCUMENT. SHEET NUMBER: REVISION: 2 TYPICAL EQUIPNE\T GOUINDI\G PLA\ I SCALE: \OT TO SCALE c 1 i o JURISDICTIONAL APPROVAL: TIN COATED - SOLID CO 0 COPPER BUSS BAR S/S FLAT WASHER (TYP.) - S/S NUT - S/S BOLT (TYP.) -3/4' \\ HEAT SHRINK 2 HOLE, LONG BARREL TINNED I,(. 0 0 (CLEAR) SOLID COPPER LUG (TYP.) <<<<a��««««< 2 0 ° S/S BELLEVILLE WASHES 1 " / 111 / • o o ° o ► NOTE: MINIMUM OF 3 THREADS ° ° o o ° o ° o -� - \ SIN _ 1 /8 1 4„ TO BE VISIBLE (TYP.) //// too ° o . ° ° O ..�. _ �-I_ / � MIN. � r / El o ° ° S/S FLAT WASHER i'' 1J LABE- - - _ i 7 16 I I -- -J L / _� 1 " _ S/S FLAT WASHER (TYP.)I / / \ EGE\ D 1 . TINNED COPPER GROUND BAR, 1 /4"x4"x20", NEWTON INSTRUMENT CO., HAPGEP COPPER BUSS �1- r_�� _`� �/ TGBI14420M, OR EQUIVALENT. HOLE CENTERS TO MATCH S/S FLAT WASHER 2. NEMA DOUBLE LUG CONFIGURATION. �� S/S NUT (TYP.) / ////,2 ` 3. INSULATORS, NEWTON INSTRUMENT CO. CAT. NO. 3061 -4 OR HARGER EQUIVALENT. S/S BOLT (1 OF 2) DO NOT S/S SPLIT WASHER TYP. DISCONNECT / (TYP.) 4. 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015-8 OR EQUIVALENT. Y / verizon 'l 5. WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT. NO. A-6056 OR HARGER NOTE: "DO NOT DISCONNECT" ICI EQUIVALENT. ALL MECHANICAL EXTERNAL TERMINATION TAG ON ALL GROUND L CHERRY INSULATOR 8-11 "x1 " H.H.C.S. 3OLTS, NEWTON INSTRUMENT CO. CAT, NO. 3012-1 OR HARGER SURFACES SHALL BE TREATED WITH TBM BAR INTERCONNECTS INSTALLED IF REQUIRED 6. 5 / KOPR-SHIELD CP8 ANTI-OXIDATION COMPOUND. NOTES: 2785 MITCHELL DR, BLDG 9 EQUIVALENT. 1. ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING SPLIT WASHERS. WALNUT CREEK, CA 94598 NOIES: 2. COAT WIRE END WITH ANTI-OXIDATION COMPOUND PRIOR TO INSERTION INTO 1 . ALL MOUNTING HARDWARE CAN ALSO BE USED ON 6", 12", 18", ETC. GROUND BARS. LUG BARREL AND CRIMPING. 2. ENTIRE ESSEMBLY AVAILABLE FROM NEWTON INSTRUvENT CO. CAT. NO. 2106060010 OR 3. APPLY ANTI-OXIDATION COMPOUND BETWEEN ALL LUGS AND BUSS BARS CROWN AS HARGER TGBI14420M. PRIOR TO MATING AND BOLTING. CfC CASTLE 1505 WESTLAKF, AVENUE NORTH, SUITE 800 TYPCAL GROUND BAR TYPICAL EQUIPME\T GROU\ D CO\\ECTIO\ TYPICAL GROUND LUG SEATTLE, WA 98109 1 SCALE: \OT TO SCALE (2) SCALE: NOT TO SCALE C3) SCALE: NOT TO SCALE •• • •::=::• Trylon •40° <>1 • • . • • • 1825 W. WALNUT HILL LANE, SUITE 120 IRVING, TEXAS 75038 I % VERIZON MDG LOCATION ID: 5000900964 ��NN '\ VERIZON PSLOC#: 714668 FRAM PN JUMPER REQUIRED 0\LY WHEN BU #: 827208 7/8"0 AND LARGER (TYP.) SA534 HWY 99 & WILSON LAN 1110 W EAST AVE CHICO, CA 95926 " ,/ WEATHERPROOFI\G KIT (USE #6 AWG FROV A\TEN\A EXISTING 130'-0" SELF SUPPORT SITEPRO1 OR APPROVED EQUAL) CA3LE GROU\D <IT TOWER 12" APPROX. EQ , IPvE\T ► ‘ 1\\ ____ _____ ______ _ _ _ _ _____ ______ _____ 2'' 6'' 0 Ni VAX. ISSUED FOR: STANDARD GROUND KIT (USE G AR ROUND B TO B E 2 1 /2" REV DATE DRWN DESCRIPTION DES./QA V O U\TE D 0\ WALL (D R A 07/13/22 SKY PRELIMINARY EAN SITEPRO1 OR APPROVED EQUAL) O\ ANTEN\A TOWER A\TE\ NA CA3LE P _ _ _ - 0 10/21/22 SKY FINAL AMT mm \ / \ 1 02/09/23 SKY FINAL AMT A\TE\\A CA3LE (TYP.) r \ 2 03/29/23 SKY FINAL AMT \ O O O O > .0 .0 .00 CABLE G R O U\D \I T 3 05/22/23 SKY FINAL AMT II \ r- CA3LEWAVE 4 06/14/23 SKY FINAL AMT 0 0 0 0 0 (O 0 0 0 0 0 O WEAT- ERPROOFI \G <IT AP NOTE: DO NOT I\STALL CABLE GROUND \___)U�\_:>. T ___/ ___) ___) ___}' 5 06/22/23 TFL FINAL AMT #6 AWG KIT AT A BEND ALWAYS DIRECT 0 0 #2 AWG STRA\ DED COPPER GROU\ D 6 07/24/23 TFL FINAL AMT GROUND WIRE DOWN TO CIGBE �_ I WIRE (GROU\ DED TO GROU \ D BAR) 6 07/24/23 TFL FINAL AMT TI\NED, SOLID COPPER \ i (STANDARD CA3LEWAVE GROU\DI \G <IT) `6 08/26/23 TFL FINAL AMT BUSS BAR, HARGER GROUND BAR TG3114420V GROU\D (CONTRACTOR SUPPLIED) BAR OR EQUIVALENT TWO HOLE LUG, TO O O O O Ei i BE USED TO CO\NECT TO A\ TE\ \ A CABLE IWL TO GROU\D SYSTEVv \ OTE: NOTE: DO \OT I\ STALL CA3LE GROU \ D <IT AT A 3E\ 3 A\3 - - --► #2/0 AWG GREEN INSULATED TO CONTRACTOR TO UTILIZE KORP-S- IELD THOMAS GROUND BAR AS APPROPRIATE (THOMAS DIRECT GROU \ D WIRE DOW\ TO GROU\ D BAR. ELEVATION VIEW BETTS) CT EQUIVALE\T 0\ ALL LUG CONNECTIO\S IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION 4 TYPICAL CO\NECTIO\ OF GPOU\ D WIPES TO GROUNDING BARS@ANTENNA ® SCALE:TYPCAL ANTE\\A GROUND BAR �6� TYPICAL CABLE G \D ROU KIT CO\\ECTIO\ OFALICENSEDPROFESSIONALENGINEER,SCALE. NOT TO SCALE \OT TO SCALE \ SCALE. \OT TO SCALE TO ALTER THIS DOCUMENT. 0 SHEET NUMBER: REVISION: , , G . 2 6 I re- JURISDICTIONAL APPROVAL: GRADE � ^ Win' 1— w 1— o < Iw w n' UIti _ cD cn jjI�'�I�pp�� 0 �Wll �\ w �-�� w rY '�� —.„ m w TYPE VS TYPE HS TYPE SS TYPE PT Lp = U o EXOTHERMIC WELD ' NOTE: ERICO CADWELD "MOLD TYPES" SHOWN HERE ARE EXAMPLES. CONSULT WITH PROJECT / / / / Ll ii , MANAGER FOR SPECIFIC MOLDS TO BE USED FOR THIS PROJECT [ verizonvl I GROUND RING #2 2785 MITCHELL DR, BLDG 9 3TS COPPER C O N D U C TO WALNUT CREEK, CA 94598 (OR MATCH EXISTI\G w r • .44,1110N„r CARRIER GROUNDI\G) / ► :_ _: �� ,� CROW N u ,, CASTLE .::,: .._....\ Cv TYPE GT TYPE HS TYPE XA TYPE VS TYPE YA-2 TYPE 2—YA-2 GROUND ROD COPPER CLAD 1505 WESTLAKF, AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 STEEL 5/8"0x10'-0" LONG . • . •••*••• .• Tr y l o n • •• • • • •• 1825 W. WALNUT HILL LANE, SUITE 120 [ IRVING, TEXAS 75038 I % VERIZON MDG LOCATION ID: 5000900964 0 TYPICAL EQUIPMENT GROUND CONNECTIONS VERIZON PSLOC#: 714668 TYPICAL GROUND ROD BU #: 827208 SCALE: NOT TO SCALE 2 SCALE: NOT TO SCALE SA534 HWY 99 & WILSON LAN 1110 W EAST AVE 40° CHICO, CA 95926 EXISTING 130'-0" SELF SUPPORT TOWER REMOVABLE COVER COILED GROUND WIRE I ` FOR TESTING ISSUED FOR: FINISHED GRADE REV DATE DRWN DESCRIPTION DES./QA A 07/13/22 SKY PRELIMINARY EAN CC A in n n r - ii iii ii 0 10/21/22 SKY FINAL AMT I I 1 02/09/23 SKY FINAL AMT > ' 1H H ff 1 - OLii J = _ 2 03/29/23 SKY FINAL AMT w C.) CC . 1_,,1 1 ____ ____ H H rl < III- -1 3 05/22/23 SKY FINAL AMT � Li EXOTHERMIC WELD 4 06/14/23 SKY FINAL AMT W CY 0 z 5 06/22/23 TFL FINAL AMT _ 8" DIAMETER o SCHEDULE 40 PVC VikiA RING 6 07/24/23 TFL FINAL AMT w ' BCW 6 07/24/23 TFL FINAL AMT ••••.••••�. al •. S. 08/26/23 TFL FINAL AMT 4" OF LOOSE GAVEL = 1 " WIDE SLOT CUT SMOOTH FOR GROUND RING. EXTEND NOTCH 2" ABOVE CONDUCTOR GROUND OD a IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. 3 4 TYD CAL I\SPECTION SLEEVE NOT USED SHEET NUMBER: G . 3 REVISION: SCALE: \OT TO SCALE SCALE. \OT TO SCALE r r BARBED WIRE JURISDICTIONAL APPROVAL: ♦♦♦♦♦♦♦ CORNER FENCE POST GATE FENCE POST ♦♦♦♦♦♦♦♦♦♦♦♦ > > CADWELD CONNECTIONS ♦♦ FENCE FABRIC tlY ,4 ♦♦♦♦♦♦♦ GATE JUMPER 2/0 AWG ♦♦♦♦♦♦♦ ..I o t WELDING CABLE < I— o LJ LiJ , i2( LJ • ♦♦♦♦♦♦♦ 2 AWG BARE SOLID TINNED 00 z COPPER WIRED CALDWELD TO @� < Q CADWELD TO SIDE OF POST ♦♦♦♦♦♦♦♦ EXTERIOR GROUND RING AND cL 6" ABOVE FINISH GRADE [ verizonvil 1 ♦♦♦♦♦♦♦♦♦♦♦♦ FENCE POST a O U' L ♦♦♦♦♦♦♦♦ o z 2785 MITCHELL DR, ��♦�� ♦♦ WALNUT CREEK, CA 94598 ��♦ CADWELD TO SIDE OF POST � eL z = 1 6♦♦♦♦♦♦♦i'-, 6" ABOVE FINISH GRADE > o z ik i '‘‘c() 0 (--) CROWN FINISHED GRADE c~n ZCD (i 'r 1 �� +��y��+r �y�� ! ♦� S �. ♦� ♦' ♦�♦ ♦' ♦aYwC w��♦�� i w W L.JCASTLE O 3�j1,Ij 3�j�,Iitte,11�3 ii. f it. l..j imirii 3 r ii 3 3%3�3�3�3t3�3�3.t3�3�3.�3�3�3.�3. 1_ U C �1 Ja FINISHED GRADE 1505 WESTLAKE AVENUE NORTH, SUITE 800 • _� �3{n �3{n. 1 ,,�3yK, ��jy,� SEATTLE, WA 98109 2/0 AWG BARE TINNEDL .. -—...——._ , _ ._ ._ ——— . .�.�.�.�.�.�.�.�.� • • .•• • ••: .* :� Tr Ion STR. CU TYP NOTE: I I I #2 AWG BARE SOLID TINNED • • - ALWAYS CADWELD TO SIDE OF FENCE COPPER WIRED TAIL FROM • ; •• • y POST TO PREVENT TRIPPING HAZARD FENCE POST CALDWELDED TO • • • • COPPER CLAD GROUND - MECHANICAL GROUNDING CONNECTIONS i 2 MAX 2/0 CU EXTERIOR GROUND 1825 W. WALNUT HILL LANE, SUITE 120 ROD 3/4"x10' LONG ARE PROHIBITED RING f 12" FROM FENCE POST IRVING, TEXAS 75038 W/ INSPECTION PORT - TOP OF FENCE FABRIC SHALL BE V - Ak MP) LEVEL, CUT SIDE OF FENCE FABRIC VERIZON MDG LOCATION ID: , TO BE INSTALLED TOWARD THE G-4 GROUND, AND SMOOTH SIDE TO BE 5000900964 INSTALLED TOWARD THE BARBED WIRE. FENCE GOU\ DI\G GATE GOU\ DI\G DETAIL \OT USED VERIZON PSLOC#: 714668 1 SCALE: \OT TO SCALE 2 SCALE: \OT TO SCALE 3 SCALE: \OT TO SCALE BU II: 827208 SA534 HWY 99 & WILSON LAN 1110 W EAST AV K 110° * CHICO, CA 95926 F,XISTING 130'-0" SELF SUPPORT TOWER I, ISSUED FOR: REV DATE DRWN DESCRIPTION DES./QA A 07/13/22 SKY PRELIMINARY EAN 0 10/21/22 SKY FINAL AMT 1 02/09/23 SKY FINAL AMT 2 03/29/23 SKY FINAL AMT 3 05/22/23 SKY FINAL AMT 4 06/14/23 SKY FINAL AMT 5 06/22/23 TFL FINAL AMT 6 07/24/23 TFL FINAL AMT 6 07/24/23 TFL FINAL AMT `6 08/26/23 TFL FINAL AMT te 1 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. 4 NOT USED ® SCALE:\OT USED 6 \OT USED SHEET NUMBER: REVISION: SCALE. 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