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HomeMy WebLinkAboutB17-0358 068-150-051guTrF Butte County Department of Development Services PERMIT CENTER 7 County Center Drive, Oroville, CA 95965 coUS Main Phone (530) 538-7601 Fax (530) 538-7785 n %%-%v,huttccountv.ncUdds PLAN CHANGE, RECHECK, OR RETURN Owner's Name: Contact Person Name: c0)Paw S FORM NO DBP -06 Contact email: 1O,Qf . 1 me nv Contact Phone Number: Lgn),!�Z1 - (9 Date Submitted: Permit Number: pjl1}� Assessor's Parcel Number: b10i; _ 15D " 61"0 ��OMPLETE SET OF PLANS ❑ PARTIAL SET OR PAGES OF PLANS (LIST PAGES BELOW) Please check any that apply: VP -Response to Plan Check Letter? ❑ Response to Building Inspection Correction Notice? ❑ Is there additional square footage? ❑ Is unfinished area being in -filled or completed? ❑ Other: 1. 2. 3. 4. 5. LIST OF ITEMS SUBMITTED �. X S 2,13 � j�j cw15 (taCt.0 P � - t� SVS Dt1JS 131)TTE COUNTY MAR 16 2017 DEVELOPMENT SERVICES Minimum 1 hour plan change fee to be collected at time of submission. Plans Examiner will determine if additional plan checking fees are required: ❑ 11finimum $127.00 paid ❑ Additional Fee Amount Due: K:INEW WEBsi,rE\BuildinglBuilding Forms R Documents1201412014 Forms - Completed1D13P1DBP- i 06_Plan_Change_rorm_REV'D_8.13.14_AKM.doc Page 1 of I Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Office (530) 538-7785 Fax www.buttecountV.net March 9, 2017 Paige Starks 1851 Heritage Ln Suite 182 Sacramento, CA 95811 Assessor Parcel Number: 068-150-051 Building Permit Number: B17-0358 Plan Check #1 Description: Rebuild of Fire Damage Cell Site MMOPMENT SERVICES Thank you for submitting permits for your building project. The permit documents have been reviewed and comments are listed below. Please respond in writing to each comment. Complete and clear responses will expedite the re -check and approval of this project. Please provide two complete revised sets of plans for re- check. STRUCTURAL COMMENTS: Please provide a Statement of Special Inspections on the plans and list the special inspections required in accordance with 2016 CBC (Hilti Kiwit bolts). The Special Inspector must be employed by the owner and approved by the Butte County Building Division. Please provide the name of the approved special inspectors that will be employed to provide each special inspection. Special inspectors not already approved by the Butte County Building Division must submit a Statement of Qualifications and verification of current ICC (or equivalent) certification for the particular item they will be inspecting. 2. Provide attachment details of the RBS per details on sheet A6. The Department of Development Services is currently open to the public from 8:00 am to 3:00 pm. If you wish to discuss these plan check comments, please call during our business hours or contact us by e-mail at the address below. Permit status can be tracked by logging on to littp://www.buttecounty.net/dds and clicking Building Permits Statzts. Efrain Ruvalcaba Plans Examiner (530) 538-2875 eruvalcabag_buttecounty.net W I R E L E S S Request for Fire Restoration Review March 3, 2017 RE: Fire Restoration Project_CNU0696 AT&T Site Name: Olive Hwy To Whom This May Concern: I am submitting a Fire Restoration project for your review today, for an existing cellular site located at APN no. 068-150-051 & 068-150-070. Due to recent and unfortunate events, a fire has nearly destroyed the site, leaving a significant gap in AT&T's coverage. For the citizens in the local area, they are currently without E911 coverage. My request is for an expedited review as my team and I would like to work quickly and as diligently as possible to rebuild this site back to its previously approved specs. Please note that this construction includes AT&Ts proposal to replace the equipment area, fence and antennas. Your assistance with getting this project approved swiftly, is greatly appreciated. If you have any questions, please feel free to contact me. Sincerely, ,Dade yeo,-k Site Development Specialist Paige Starks I Cell: (708) 435-3800 1401 Willow Pass Road Suite 350, Concord, CA 94520 paige.starks@sacw.com ( www.sacw.com Site Development, Architecture and Engineering, Construction 1851 Heritage Lane, Suite 182, Sacramento CA 95815 www.sacw.com Pacific Gas and Electric Company- WE ompanyWE DELIVER ENERGY." November 17, 2012 John Starrett Cortel LLC contractor for AT&T 2700 Watt Avenue, Suite 2200-020 Sacramento, CA 95821 Telecommunications Business Development Us Mail Pacific Gas and Electric Company 245 Markel Street Mail Code NIDD San Francisco, CA 94105-1702 Fax: 415.973.3884 Reference: Structural Analysis of PG&E Tower No. 10/48, SAP 40871778, Table Mountain -Palermo 230 KV Transmission Line, AT&T's Olive Hwy, Site No, ATT-CN0696 located at 200' North of Oroville - Quincy Hwy., Oroville, CA 95966 APN: 068-150-051 Dear Mr. Starrett, In accordance with the California Public Utility Commission's (CPUC) general orders, PG&E has performed a structural analysis on the above lattice steel tower, and has determined that the tower meets or exceeds CPUC and PG&E strength requirements for your proposed antenna installation. For the reasons stated below, structural calculations need not be provided to Butte County. The following information should clarify how PG&E interacts with local permitting agencies when installing antennas on transmission towers. I am hopeful that this letter meets your needs. Because PG&E is a public utility, the design and construction of utility structures such as electric transmission towers and poles come under the jurisdiction of the CPUC rather than under local jurisdictions. We are responsible to the CPUC to ensure that we use sound engineering principles in the design and construction of our towers. Local jurisdictions are "preempted" by State Law under the Public Utilities Code and cannot require a public utility to submit to their permitting processes when doing work on utility structures. PG&E has established the following procedures in order to comply with CPUC regulations and standards. Before mounting PCS or cellular antennas to any transmission tower, our structural engineers thoroughly review the structural integrity of the tower and the proposed mounting arrangement. It is the structural engineer's responsibility to determine whether modifications to the tower are required and that the mounting arrangements are suitable. In most cases, the additional loading due to the antennas and associated cables (both wind and weight) are so insignificant compared to the strength of the tower that neither actual structural calculations nor modifications to the tower are necessary. In some cases, however, structural modifications to the tower or mounting arrangement are required and must be done before any antenna may be attached. Following the installation, PG&E inspects,the workmanship of the mounting to ensure that the installation was made in accordance with our design requirements. Sincerely, Francis K. Leung Sr. Civil Engineer QRpF ESS0�\ S K. 2 No. C27119V�l r i EYP,2�7A 1 J�'9I CIV I� F of CA��F��/ APacific Gas and �Electric Company- WE ompanyWE DELIVER ENERGY.`" November 17, 2012 John Starrett Cortel LLC contractor for AT&T 2700 Watt Avenue, Suite 2200-020 Sacramento, CA 95821 Telecommunications us mail.- Business ail:Business Development Pacific Gas and Electric Company 245 Market Street Mail Code N I OD San Francisco, CA 94105-1702 Fax: 415.973.3884 Reference: Structural Analysis of PG&E Tower No. 10/48, SAP 40871778, Table Mountain -Palermo 230 KV Transmission Line, AT&T's Olive Hwy, Site No. ATT-CN0696 located at 200' North of Oroville - Quincy Hwy,, Oroville, CA 95966 APN: 068-150-051 Dear Mr. Starrett, In accordance with the California Public Utility Commission's (CPUC) general orders, PG&E has performed a structural analysis on the above lattice steel tower, and has determined that the tower meets or exceeds CPUC and PG&E strength requirements for your proposed antenna installation. For the reasons stated below, structural calculations need not be provided to Butte County. The following information should clarify how PG&E interacts with local permitting agencies when installing antennas on transmission towers. I am hopeful that this letter meets your needs. Because PG&E is a public utility, the design and construction of utility structures such as electric transmission towers and poles come under the jurisdiction of the CPUC rather than under local jurisdictions. We are responsible to the CPUC to ensure that we use sound engineering principles in the design and construction of our towers. Local jurisdictions are "preempted" by State Law under the Public Utilities Code and cannot require a public utility to submit to their permitting processes when doing work on utility structures. PG&E has established the following procedures in order to comply with CPUC regulations and standards. Before mounting PCS or cellular antennas to any transmission tower, our structural engineers thoroughly review the structural integrity of the tower and the proposed mounting arrangement. It is the structural engineer's responsibility to determine whether modifications to the tower are required and that the mounting arrangements are suitable. In most cases, the additional loading due to the antennas and associated cables (both wind and weight) are so insignificant compared to the strength of the tower that neither actual structural calculations nor modifications to the tower are necessary. In some cases, however, structural modifications to the tower or mounting arrangement are required and must be done before any antenna may be attached. Following the installation, PG&E inspects,tie workmanship of the mounting to ensure that the installation was made in accordance with our design requirements. Sincerely, cry L Francis K. Leung Sr. Civil Engineer /�,�go`FESS/p4 S K. cD No. C27119 � EXPO�I \*�9 C'IVI � OF CI1l\F��� 0 w m O ry J F- U ry F- (!) (f) III _U W (n tY w D-1 a U 0 w w Of C) Q _ z a _ w O w ly- Z) (n 0 J U (n 0 ry O W (n Z Q LJ P, Q Z m Q F- W_ n 0 iY d cn (n F - Z W U O c) Z O H U ry I-__ V) Z O U II O N F - Z D W Z_ Q I— Z O U Z O F- Q O LL Z W OROVILLE, CALIFORNIA 95966 - INSTALL MISSING PORTION OF REDWOOD FENCE PERMIT #'- ` A2 EQUIPMENT PLAN BUTTE COUNTY DEVELOPMENT SERVICES JURISDICTION: BUTTE COUNTY avrM SITE NUMBER: CVL00696 - INSTALL (3) PROPOSED BTS CABINETS _ CODE CQM�L� FOR - INSTALL (2) PROPOSED GPS ANTENNAS COUNW A3 EXISTING & PROPOSED TOWER ELEVATION FA NUMBER: 10132952 - INSTALL 2 PROPOSED PURCELL UNITS STACKED DATE'' `?�`%_...__.__ _ 6Y A4 EXISTING & PROPOSED ANTENNA PLAN PTN: 3701 680867 ( ) - MAR 16 2017 PACE: MRSFR034433 - INSTALL (1) PROPOSED DC12-48-60-0-25E SURGE DEVELOPMENTA5 ANTENNA, RRU & MOUNTING DETAILS SUPPRESSOR UNIT (NEAR EXISTING RBA72) sExv>cEs - INSTALL PROPOSED H -FRAME USID: 104514 A6 DETAILS 1 APP: 068-150-051 & 068-150-070 - INSTALL (6) RRUS ON PROPOSED H -FRAME -�� �Iov- � r' �, rY''��% � 2lyCb E 1- IN IAGRAM & PANEL SCHEDULE - INSTALL 1 DC6 SURGE PROTECTION ON TOWER ���.� `1'`�`� `r` �' JJ ZONING ( ) � �� G1 GROUNDING SCHEMATIC DIAGRAM & DETAILS 8 COAXIAL CABLES ON TOWER - CLASSIFICATION: AR INSTALL 24 7 ( ) / OCCUPANCY: U - INSTALL (2) DC AND (1) FIBER CABLES ON TOWE /l _ _- CONSTRUCTION TYPE: N/A - INSTALL (1) 1" PROPOSED INNER -DUCT ON TOWS �/�j� /��--`' LATITUDE: 39° 30' 24.7206" N (NAD 83) - INSTALL (1) 1-1/2" PROPOSED INNER -DUCT ON TOWER LONGITUDE: 121° 30' 8.3082" W (NAD 83) - COORDINATE PG&E METER SET REVISIONS REV. DATE DESCRIPTION INITIALS A 02/06/17 100% CD's RM B 02/22/17 100% CD's RM A03/10/17 CITY COMMENTS RM NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET d w m _ O CE m F-- 0_ Fy I- U) L V) w C) w ry w a U O I- V) w w U_ _ a z a w O w cn O J U V) 0 O w V) D z d LJ Q z m F- w E m O ry a_ Lf) V) F - z w D U O 0 z O I- C) D ry I- z O 0 O I - w V) cn _ z 0 w z a z O C) z O Q O z w I - GENERAL CONSTRUCTION REV. DATE 67. CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING BOTH THE INITIALS A 32. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER INSTALLATION AND GROUNDING OF ALL COAXIAL CABLES, CONNECTORS, ANTENNAS, AND ALL OTHER 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: 100% CD's MONTH, BY AT&T TECHNICIANS. EQUIPMENT. 03/10/17 CONTRACTOR/CM - SAC WIRELESS RM SUB -CONTRACTOR - PER TRADE 33. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. 68. CONTRACTOR SHALL GROUND ALL EQUIPMENT. INCLUDING ANTENNAS, RET MOTORS, TMA'S, COAX OWNER - AT&T CABLES AND RET CONTROL CABLES AS A COMPLETE SYSTEM. GROUNDING SHALL BE EXECUTED BY 34. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE QUALIFIED WIREMEN IN COMPLIANCE WITH MANUFACTURER'S SPECIFICATION AND RECOMMENDATION. 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND AT&T PROJECT LATEST REVISION AT&T MOBILITY GROUNDING STANDARD "TECHNICAL SPECIFICATION FOR SPECIFICATIONS. CONSTRUCTION OF GSM/CPRS WIRELESS SITES" AND "TECHNICAL SPECIFICATION FOR FACILITY 69. CONTRACTOR SHALL PROVIDE STRAIN -RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES, GROUNDING". IN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATION AND THE COAX CABLES, AND RET CONTROL CABLES. CABLE STRAIN -RELIEFS AND CABLE SUPPORTS SHALL 3. GENERAL CONTRACTOR SHALL VISIT THE SITE TE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS DRAWINGS, THE DRAWINGS SHALL GOVERN. BE APPROVED FOR THE PURPOSE. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S AFFECTING THE PROPOSED WORK AND SHA MAKE PROVISIONS. GENERAL CONTRACTOR SHALL BE SPECIFICATIONS AND RECOMMENDATIONS. RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, 35. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO FOR CONSTRUCTION. IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL 70. CONTRACTOR TO VERIFY THAT EXISTING COAX HANGERS ARE STACKABLE SNAP IN HANGERS. IF PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR IMMEDIATELY. EXISTING HANGERS ARE NOT STACKABLE SNAP IN HANGERS THE CONTRACTOR SHALL REPLACE THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. EXISTING HANGERS WITH NEW SNAP IN HANGERS IF APPLICABLE. 36. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. 4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE GENERAL CABLE AND EQUIPMENT NOTES CODES, REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE 37. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS NOTICES AND COMPLY WITH ALL LAWS ORDINANCES RULES REGULATIONS AND LAWFUL_ ORDERS , ' PROVIDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES 71. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ANTENNA, TMAS, DIPLEXERS, AND COAX OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE WORK. PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. CONFIGURATION, MAKE AND MODELS PRIOR TO INSTALLATION. 5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY 38. NO WHITE STROBE LIGHTS ARE PERMITTED. LIGHTING IF REQUIRED, WILL MEET FAA STANDARDS AND 72. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER TOWER SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS. REQUIREMENTS. MANUFACTURER'S RECOMMENDATIONS, 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, ANTENNA MOUNTING ANALYSIS/DESIGN 73. CONTRACTOR SHALL REFERENCE THE TOWER STRUCTURAL DESIGN DRAWINGS FOR APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. DIRECTIONS ON CABLE DISTRIBUTION/ROUTING. 39. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TIA-222 7. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE OR APPLICABLE LOCAL CODES. 74. ALL OUTDOOR RF CONNECTORS/CONNECTIONS SHALL BE WEATHERPROOFED, EXCEPT THE RET ONLY UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS CONNECTORS, USING BUTYL TAPE AFTER INSTALLATION AND FINAL CONNECTIONS ARE MADE. BUTYL OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. 40. STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 TAPE SHALL HAVE A MINIMUM OF ONE-HALF TAPE WIDTH OVERLAP ON EACH TURN AND EACH LAYER THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS ,ALL ZINC (HOT -DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS", UNLESS NOTED SHALL BE WRAPPED THREE TIMES. WEATHERPROOFING SHALL BE SMOOTH WITHOUT BUCKLING. REGARDING THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OTHERWISE. BUTYL BLEEDING IS NOT ALLOWED. A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR 41. ALL BOLTS ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH "ZINC 75. IF REQUIRED TO PAINT ANTENNAS AND/OR COAX: CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY ASTM A153 -COATING (HOT -DIP) ON IRON AND STEEL HARDWARE", UNLESS NOTED A. TEMPERATURE SHALL BE ABOVE 50° F. THE ENGINEER PRIOR TO PROCEEDING WITH WORK. OTHERWISE. B. PAINT COLOR MUST BE APPROVED BY BUILDING OWNER/LANDLORD. 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH 42. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH C. FOR REGULATED TOWERS, FAA/FCC APPROVED PAINT IS REQUIRED. D. DO NOT PAINT OVER COLOR CODING OR ON EQUIPMENT MODEL NUMBERS. MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. ASTM A780. 9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE 43. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH LOCK NUTS DOUBLE NUTS AND SHALL BE 76. ALL CABLES SHALL BE GROUNDED WITH COAXIAL CABLE GROUND KITS. FOLLOW THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE TORQUED TO MANUFACTURERS RECOMMENDATIONS, MANUFACTURER'S RECOMMENDATIONS. A. GROUNDING AT THE ANTENNA LEVEL. ENGINEER PRIOR TO PROCEEDING. 44. CONTRACTOR SHALL INSTALL ANTENNA PER MANUFACTURER'S RECOMMENDATION FOR INSTALLATION B. GROUNDING AT MID LEVEL, TOWERS WHICH ARE OVER 200'-0", ADDITIONAL CABLE GROUNDING 10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS AND GROUNDING. REQUIRED. C. GROUNDING AT BASE OF TOWER PRIOR TO TURNING HORIZONTAL. AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS D. GROUNDING OUTSIDE THE EQUIPMENT SHELTER AT ENTRY PORT. CONTRACT. WORK SHALL CONFIRM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. 45. ALL UNUSED PORTS ON ANY ANTENNAS SHALL BE TERMINATED WITH A 50 -OHM LOAD TO ENSURE E. GROUNDING INSIDE THE EQUIPMENT SHELTER AT THE ENTRY PORT. ANTENNAS PERFORM AS DESIGNED. 11. GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER 77. ALL PROPOSED GROUND BAR DOWNLEADS ARE TO BE TERMINATED TO THE EXISTING ADJACENT DISCIPLINES. 46. PRIOR TO SETTING ANTENNA AZIMUTHS AND DOWNTILTS, ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA MOUNT FOR TIGHTNESS AND ENSURE THAT THEY ARE PLUMB. ANTENNA AZIMUTHS SHALL GROUND BAR DOWNLEADS A MINIMUM DISTANCE OF 4'-0" BELOW GROUND BAR. TERMINATIONS MAY WOR 12. ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN BE SET FROM TRUE NORTH AND BE ORIENTED WITHIN +/- 5% AS DEFINED BY THE RFDS. COMPRESSION. BE EXOTHERMIC ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL ANTENNA DOWNTILTS SHALL BE WITHIN +/- 0.5% AS DEFINED BY THE RFDS. REFER TO ND -00246. BE LAID PLUMB AND TRUE AS INDICATED ON THE DRAWINGS. 47. JUMPERS FROM THE TMA'S MUST TERMINATE TO OPPOSITE POLARIZATION'S IN EACH SECTOR. 13. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY LOCAL JURISDICTION. CONTRACTOR SHALL KEEP AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DEBRIS. 48. CONTRACTOR SHALL RECORD THE SERIAL #, SECTOR, AND POSITION OF EACH ACTUATOR INSTALLED 14. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE AT THE ANTENNAS AND PROVIDE THE INFORMATION TO AT&T. OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. CONTRACTOR 49. TMA'S SHALL BE MOUNTED ON PIPE DIRECTLY BEHIND ANTENNAS AS CLOSE TO ANTENNA AS SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. FEASIBLE IN A VERTICAL POSITION. 15. CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TORQUE REQUIREMENTS TO COMMENCEMENT OF WORK. 50. ALL RF CONNECTIONS SHALL BE TIGHTENED BY A TORQUE WRENCH. 16. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE 51. ALL RF CONNECTIONS, GROUNDING HARDWARE AND ANTENNA HARDWARE SHALL HAVE A TORQUE SATISFACTION OF THE OWNER. MARK INSTALLED IN A CONTINUOUS STRAIGHT LINE FROM BOTH SIDES OF THE CONNECTION. A. RF CONNECTION BOTH SIDES OF THE CONNECTOR. 17. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF B. GROUNDING AND ANTENNA HARDWARE ON THE NUT SIDE STARTING FROM THE THREADS TO CONSTRUCTION. THE SOLID SURFACE. EXAMPLE OF SOLID SURFACE: GROUND BAR, ANTENNA BRACKET METAL. 18. GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND FIBER & POWER CABLE MOUNTING CONTRACTORS TO THE SITE AND/OR BUILDING. 53. THE FIBER OPTIC TRUNK CABLES SHALL BE INSTALLED INTO CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY. WHEN INSTALLING FIBER OPTIC TRUNK CABLES INTO A CABLE TRAY SYSTEM, THEY 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION SHALL BE INSTALLED INTO AN INTER DUCT AND A PARTITION BARRIER SHALL BE INSTALLED OF CONSTRUCTION UNTIL JOB COMPLETION. BETWEEN THE 600 VOLT CABLES AND THE INTER DUCT IN ORDER TO SEGREGATE CABLE TYPES. 20. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS OPTIC FIBER TRUNK CABLES SHALL HAVE APPROVED CABLE RESTRAINTS EVERY (60) SIXTY FEET WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. AND SECURELY FASTENED TO THE CABLE TRAY SYSTEM. NEPA 70 (NEC) ARTICLE 770 RULES SHALL APPLY. 21. THE GENERAL CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A OT 2-A:10-B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL 54. THE TYPE TC -ER CABLES SHALL BE INSTALLED INTO CONDUITS, CHANNEL CABLE TRAYS, OR CABLE PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION. TRAY AND SHALL BE SECURED AT INTERVALS NOT EXCEEDING (6) SIX FEET. AN EXCEPTION; WHERE TYPE TC -ER CABLES ARE NOT SUBJECT TO PHYSICAL DAMAGE, CABLES SHALL BE PERMITTED TO 22. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT MAKE A TRANSITION BETWEEN CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY WHICH ARE ALL TIMES, AND WHERE REQUIRED FOR. THE PROPER EXECUTION OF THE WORK, SHALL BE SERVING UTILIZATION EQUIPMENT OR DEVICES, A DISTANCE (6) SIX FEET SHALL NOT BE EXCEEDED RELOCATED AS DIRECTED BY THE ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE WITHOUT CONTINUOUS SUPPORTING. NFPA 70 (NEC) ARTICLES 336 AND 392 RULES SHALL APPLY. CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS SHALL INCLUDE BUT NOT BE 55. WHEN INSTALLING OPTIC FIBER TRUNK CABLES OR TYPE TC -ER CABLES INTO CONDUITS, NFPA 70 LIMITED TO A) FALL PROTECTION, B) CONFINED SPACE, C) ELECTRICAL SAFETY, AND D) TRENCHING (NEC) ARTICLE 300 RULES SHALL APPLY. PERMIT# COUNTY � L��'Mi;NTS �viCEs & EXCAVATION. BUTTE REVIEWED FOR23. 56 - 61. RESERVED FOR ADDITIONAL NOTES. CODE COMPLIANCE ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED OR OTHERWISE COAXIAL CABLE NOTES DATE' DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES. 62. TYPES AND SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS. PRIOR TO 24 - 28. RESERVED FOR ADDITIONAL NOTES. 28. ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND PRIOR TO PAYMENT. 29. CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS -BUILT REDLINES TO THE GENERAL CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. 30. CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. 31. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND IS NOT FOR HUMAN HABITAT (NO HANDICAP ACCESS REQUIRED). ORDERING CABLE, CONTRACTOR SHALL VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY THE PROJECT MANAGER IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS. 63. CONTRACTOR SHALL VERIFY THE DOWN -TILT OF EACH ANTENNA WITH A DIGITAL LEVEL. 64. CONTRACTOR SHALL CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. 65. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE SHALL BE 1/2" DIA. LDF AND SHALL NOT EXCEED 6'-0". 66. ALL COAXIAL CABLE SHALL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE, IN AN APPROVED MANNER, AT DISTANCES NOT TO EXCEED 4'-0" OC. ik y 5001 EXECUTIVE PARKWAY, SAN RAMON, CA 94583 5015 SHOREHAM PL SUITE 150 Nsh�la( woo/ SAN DIEGO, CA 92122 wWW.SGCW.COM WIRELESS 619.736.3766 SAC AE DESIGN GROUP, INC. REVISIONS REV. DATE DESCRIPTION INITIALS A 02/06/17 100% CD's RM B 02/22/17 100% CD's RM 03/10/17 CITY COMMENTS RM T__ NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 03/10/17 DATE: LTE XC 11.•• 10132952 11 NORTH OF OROMLLE/QUINCY SHEET TITLE SHEET NUMBER D W O W J F - _U ry F-- W U_ ry W ry _W ry ry Q U O F - w F- w ry U_ F - Q F - Z Q F- ry W 2 F- O w ry D Cn O J U D O w cn D Z Q LTJ ry D Q Z m ry Q F - _W W O 0-1d cn Z W U O C) Z O F- U D F - z O U II O L V) U) F - Z D W Z_ Q F - Z O U O F= Q C Z_ LiJ F- W F— m O J F— U crF— N V) U) W U W U) ry W_ Q U O F- U) W F— W CY 2 U F— Q F— Z Q F— W 2 F— O W ry D V) O J U V) E ry O W Z Q LTJ ry D Q Z m ry Q CL O ry n U) F— Z W U O 0 Z O U D ry F— V) Z O U LL O F— W F— Z 0 W Z_ Q F— Z O U Z O Q 'Lv O LL 7_ W r_ F— 0 w m 0 n. U c_ U) (n cn W U w V) w a U 0 U) w w Of _ U _ a _ z a rz LSI 2 I— O w cn O J U V) 0 Of 0 w V) z a Lei cyD a z m w 0 m F- z w U O z O F- C) D F- cn z 0 U L_ O w V) z 0 w z Fa - z 0 U z 0 Q 0 z w I- �3 TOP OF EXISTING TOWER _ TOP OF E TOWER ' - EXISTING f, ELEV. 146'-6' AGL ,,� ELEV. 146'-6" AGL S001 SAN RP�ONEXECUT��CAP9�583Y ��,�/� .,. I r � I 5015 SHOREHAM PL SUITE 150 I I SAN DIEGO, CA 92122 l / WWW.SOCW.COM j EXISTING OVERHEAD HIGH VOLTAGE \ /i EXISTING OVERHEAD HIGH VOLTAGE WIRELESS 619.736.3766 POWER LINES POWER LINES SAC AE DESIGN GROUP, INC. I r i EXISTING OVERHEAD HIGH VOLTAGE �/ EXISTING OVERHEAD HIGH VOLTAGE -.._._..... POWER LINES \ POWER LINES I j, f' r r , r j V jj� Jr'� EXISTING OVERHEAD , EXISTING OVERHEAD j HIGH VOLTAGE V.,j... HIGH VOLTAGE POWER LINES ri POWER LINES I j I (3) EXISTING PANEL ANTENNAS, (1) PER r J SECTOR IN POSITION 1 (TYP. OF 3 SECTORS). (3) EXISTING PANEL ANTENNAS, (1) PER r jr J% SECTOR IN POSITION 1 (TYP. OF 3 SECTORS). NOTE: i GENERAL CONTRACTOR SHALL MAKE SURE r SAFETY CLIMB IS 100% FREE OF COAX r r AND MOUNTS AFTER INSTALL IS / (3) EXISTING PANEL ANTENNAS, (1) PER COMPLETE. i (3) EXISTING PANEL ANTENNAS, (1) PER ............ .............. _. i SECTOR IN POSITION 3 (TYP. OF 3 :f; SECTOR IN POSITION 3 (TYP. OF 3 t ' SECTORS). % it SECTORS). C.L. OF EXISTING PANEL ANTENNAS ALL PROPOSED ANTENNAS, SHALL BE PAINTED ! ,f ' C.L. OF EXISTING PANEL ANTENNAS j if ELEV. 81'-0" AGL TO MATCH EXISTING CONDITIONS AND ELEV. 81'-0" AGL EXISTING AT&T ANTENNAS. ' • TOWER STRUCTURAL CALCULATIONS PREPARED + ' (1) PROPOSED DC6 SURGE SUPPRESSOR REVISIONS REV. DATE DESCRIPTION INITIALS A 02/06/17 100% CD's RM B 02/22/17 100% CD's RM A03/10/17 CITY COMMENTS RM NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET BY OTHERS. CONTRACTOR TO VERIFY WITH % �� NOTE: DO NOT PAINT PROPOSED XC RRU'S. – SEE DETAIL 1 /A5 PROJECT MANAGER TO OBTAIN A COPY t r C.L. OF EXISTING PANEL ANTENNAS ; ! C.L. OF EXISTING PANEL ANTENNAS r • CONTRACTOR TO REFER TO TOWER ELEV. 71'-0" AOL ELEV. 71'-0" AGL STRUCTURAL CALCULATIONS FOR ADDITIONAL - -- — LOADS. NO ERECTION OR MODIFICATION OF�1/®2!_11 AR TOWER SHALL BE MADE WITHOUT APPROVAL j� 4 ���®•••••�/j�, OF STRUCTURAL ENGINEER. / ;� '+' �� t � ��.. . '44 410 •• j 3) EXISTING PANEL ANTENNAS, r / 1 PER V;• C ( (1) PER (6) EXISTING RRUS, (2) PER (3) EXISTING PANEL ANTENNAS, ( ) J • NCO ,, . 0 r SECTOR IN POSITION 2 (TYP. OF 3 SECTORS) SECTOR IN POSITION 3 TYP. OF 3 r /� SECTOR IN POSITION 2 (TYP. OF 3 SECTORS) r �-�` t �� ` r ; SECTORS ). ; •� r r INSTALL (24) 7/8 COAXIAL% ���� CABLES OF C��x ........................................................._.._..................... ........ _ INSTALL (2) PROPOSED DC & (1) PROPOSED FIBER CABLES rr ;' i 1 l �\ r 03/10/17 DATE: i 1 t'F i r �RMIT # BUTTE COUNTY DEVELOPMENT SERVICES INSTALL 1 1 " PROPOSED REVIEWED FOR INNER–DUCT ON TOWER ODE COMPLIANCE LTE XC J r i ATE RY c M00696 r i 1 f 10132952 EXISTING HIGH VOLTAGE EXISTING HIGH VOLTAGE OUVE Fw TRANSMISSION TOWER /i �� TRANSMISSION TOWER ,' i j INSTALL (1) 1-1/2" PROPOSED 200' II}i OF CLE/QUII-& _._.._.._, J l INNER–DUCT ON TOWER ORCMLF, CALIFORNIA 95966 r ..---...._.._..--._............... -- --_... -.................. . ............... _.:. SHEET TITLE r 1 EXISTING EXISTING EQUIPMENT INSIDE EXISTING r i ` PROPOSED AND EXISTING EQUIPMENT & 12'-1" X 25'-2" EQUIPMENT COMPOUND ✓� INSIDE EXISTING 12'-1" X 25'-2" PROPOSED SEE SHEET A2 i' \ rr i EQUIPMENT COMPOUND – SEE SHEET A2 r'r �r � �� �'' 'yrr �� INSTALL 1 EXISTING GPS ANTENNA ; /r ti ;t EXISTING GPS ANTENNA r ( ) PROPOSED GPS ANTENNAS r / t LI \ 4 t \ l / \ t EXISTING WOOD FENCE EXISTING WOOD FENCE l� SHEET NUMBER EXISTING CONCRETE SLAB - '.. _ .... _ ....... _ _ _ ...... GRADE LRE EXISTING CONCRETE SLAB i. _ __._ L__ _f ii �_ _ ... GRADER�EF ELEV. 0'-0" AGL ELEV. 0'-0" AGA101 2' 4' 8' SCALE:1 /8„—,I, -®,e (22x34)2 a 0 ' SC 1/8"=l' -O” = Y " 2 . i ALL PROPOSED ANTENNAS AND OTHER APPURTENANCES SUCH AS FEED LINES AND/OR JUMPER MOUNTING PIPES, BRACKETS, SHALL BE PAINTED TO MATCH Ot&t EXISTING CONDITIONS AND EXISTING AT&T ANTENNAS. 5001 EXECUTIVE PARKWAY, SAN RAMON, CA 94583 NOTE: DO NOT PAINT PROPOSED RRU'S. 5015 SHOREHAM PL SUITE 150 L SAN DIEGO, CA 92122 WWW.SOCW.COM WIRELESS 619.736.3766 r" SAC AE DESIGN GROUP, INC. . ..... . ..... . ..... --------------- /i or . ............ POS A2 . ...... ..................... .... . ...... . . ................ . .. . ........ ..... ....... . . ............... - .................. . ... . . ............. .. . . ...... . ..... ................ . .... . ......... ............................ . ................... . ....... . .... . . . . .............. POS A2 POS G6 \2'- .. .. . .... .. ..... .... . . . ............. ....... . . . ...... ..... ..... - - --- - --­--­-- - - - . ...... . .... . ... ........... . ... . . - -------- - . ... .. - POS G2 - - ­­ ---- ­­­ -------- - - - - -- - ­­_­­ ...... AZIMUTH AZIMUT AZIMUTH IT H AZIMUTH 80*80* 320* IX - 320* (LTE) (LTE (LTE) (LT E) POS S c I POS G1 . .......... ...... . . .. . ............. ......... . . . . ....... . ..... .............. . . . ..................... . ..... . ................... . ............................. . .... . ... . . . ......... - ---- -------- . . .... . . .. . ........................ . .............. . ........ . . . ................... - ------ ... AZIMUTH ! I ,� ° \ -..,, ..._' AZIMUTH j j ; �``�� 330* POS A3 POS A3 330* 00 0 AZIMUTH AZIMUTH 80* 80* -- — — ------------------------------ (UMTS) (U MTS) ------ --------------- (3) EXISTING PANEL ANTENNAS, - --------- . . ........... (1) PER SECTOR I IN POSITION 3 POS G3 POS G3 7�/ 1 1 ---- ------ AZIMUTH AZIMUTH (TYP OF 3 SECTORS). it (3) EXISTING PANEL ANTENNAS, ;, it 320' - - -------- (U (UMTS) (U MTS) (1) PROPOSED DC6 (1) PER SECTOR IN POSITION 3 SURGE SUPPRESSOR (TYP. OF 3 SECTORS). •• SEE DETAIL 1/A5 .. .. ..................... .. . . ......... . ...... . .......... . ........ . . ....... . .............. ........ .......... POS Al 11DOS Al 1 it it t AZIMUTH /AZIMUTH jr 0 ti 80 80* 1� it t it it it it it it (GSM) (GSM) fit �I i i �' I t t! t i it !i it I 1 it REVISIONS I REV. DATE DESCRIPTION INITIALS A 02/06/17 100% CD's RM B 02/22/17 100% CD's RM Ai 03/10/17 CITY COMMENTS RM A NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET It 1iI it (3) `fEXISTING PANEL ANTENNAS, (1) --- ----- - ----- - - - (3) 'EXISTING PANEL ANTENNAS, (1) PER SECTOR IN POSITION 1 (TYP. PER SECTOR IN POSITION 1 (TYP, ... .. ........... -- ---- --- It OF 3 SECTORS). OF 3 SECTORS). t! it Iit f (6) EXISTING, (2) PER SECTOR IN (6) EXISTING, (2) PER SECTOR IN fg;SX) ARIIJZI�� POS 131 POSITION I (TYP. OF 3 SECTORS). POS B1 . . ........ ........... ..................................... . . ........ .. . ................ ............ ---------- POSITION 1 (TYP. 0 F 3 SECTORS). ------------- No�t�,_ 'AZIMUTH jAZIMUTH -- - --------- -------- c A isk 200* 200* ftpopowyCH'. Sk r i (GSM) S n*. *S (GSM) POS B3 POS B3 g HC S F PEE AZIMUTH AZIMUTH j (6) EXISTING RRUS, (2) PER (6) EXISTING RRUS, (2) PER S, 200* 200*is ...... . .. . ............. . . . . . . . . .. ............ .. ......... . ...... . ........ .... . . IN POSITION 3 (TY P. 0 F 3o .......... . . . ............. .......... . ... . ...... . . . . . ... . ........... . ............. .................. . ...... SECTOR IN POSITION 3 (TY P. 0 F 3 (UMTS) ................... (U MTS) SECTORS). SECTORS). 0 00 00 'o 00 0 00 00 00 00 V ( � t I __ i I 03/10/17 DATE: . . . . . .. .................. . .... . ......... . . ...................... . . .................. . . . ........ . .......... . ....... . . ... . .. . ........... . ... . ......... .. . ......... ------------- - ---------- ---------- ------------- P 0 S B 2 . ...... P 0 S B2 AZ I MUTH LTE XC --- --- --- - - - - --- - --- - -------- AZIMUTH (3) EXISTING PANEL ANTENNAS, (1) PER Z__ I ij, ---------------- (3) EXISTING PANEL ANTENNAS, (1) PER aOO696 200* 200* -4,L - ------------ - ----- --------------- SECTOR IN POSITION 2 (TYP. OF 3 SECTORS) SECTOR IN POSITION 2 (TYP. OF 3 SECTORS) (LTE) (LTE) 10132952 o1j\E Fw 200 NORTH OF OROMLLE/QUINCY Hff PERMIT # MUZ CALIFORNIA 95966 BUTTE COUNTY DEVELOPMENT SERVICES - REVIEWED CODE COMPLIANCE FOSHEET TITLE DAT EXISTING & Pmmuo""POSED ANTENONA rPLAN SHEET NUMBER AL A NORTH NORTH IA4 0 2' 4' 8' SCALE: 1/8"=V-0" (22x3 0 21 4'_8' SCALE: 1/8"=1#-01v (22x34) EXISTING ANTENNA PLAN ► (OR) 1/16•,=1%0". (11 X1 7) PROPOSEDA NTENNAPLAN T (OR)111V-­1'-0"(11x17) N*— M�GM-1119mw"m -u-mEwn"M INN= I- 0 w m a_- 0 rz m J U F_ U) V) w U m w V) w m Q U 0 I— U) w w m U a _ z w 0 w m D cn 0 J U 0 m 0 w V) D z Q LJ m D Q z m (if a. 0 Gal LL V) V) F_ z w D U O 0 z 0 U cy V) z O U L_ 0 U) z 0 w z z 0 U z 0 Q r 0 z w — — , EQUIPPED WITH SURGE PROTECTION DEVICES THAT OCCUPY SWING HANDLE 1—POSITION OR 2—POSITIONS AND 6—POSITION DIN—MOUNTED AC p V to BREAKER PANEL (120V OR 240V CONFIGURATIONS). OPTIONAL DIN—MOUNTED TVSS (4) 1/2"0 HILTI KWIK TZ • 15A GFCI DUAL OUTLET RECEPTACLE CONVENIENCE OUTLET 4" HIGH PLINTH STAINLESS STEEL ANCHOR W 2" MIN. EMBEDMENT (SPECIAL INSPECTION REQUIRED ICC—ESR 1917) NOTE: WEIGHT: 350 LBS FLX 12WS SIDE ELEVATION A PURCELL CONNECTION SCALE _5 PURCELL CABINET NCT LE 2 REVISIONS REV. DATE DESCRIPTION INITIALS WNW— 02/06/17 mowam RM B 02/22/17 100% CD's RM 24 03/10/17 CITY COMMENTS RM EQUIPMENT MOUNTING: j • 12RU 19" RAILS, FRONT TO BACK ADJUSTABLE LIFTING EYE BOLT at..t NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET `q CONSTRUCTION MATERIALS: BACK • MATERIAL: ALUMINUM (LIGHTWEIGHT, CORROSION—RESISTANT ° ° I 5001 EXECUTIVE PARKWAY, `' ��'�'SAN RAMON, CA 94583 • PAINT: GR -487 TESTED & CERTIFIED POWER COAT DOOR/SIDE PANEL CONSTRUCTION: - LrJ N3.1 SWING FRONT DOOR • DOOR: FRONT DOOR WITH DOOR ALARM AND OPTIONAL AIR HANDLE — — — 1 CONDITIONER, HEAT EXHANGER, OR THERMOELECTRIC COOLER • LATCHES: TWO—POINT LATCHED, PAD LOCKABLE 5015 PL (4) 1/2"0 A307 STAINLESS STACKED PURCELL CABINET ENVIRONMENTAL OPTIONS: ° FRONT 4" HIGH PLINTH � 0M SUITE 15A SAN DIEGO, CA 92122 www.sacw.com STEEL M.B. AND FLAT I I • THERMOELECTRIC COOLER: 40OW @ 0°dT, +24VDC, —48VDC OR WIRELESS 619.736.3766 WASHERSTYP. 4 PLACES WASHERS() 120VAC VIEW IS LOOKING DOWN AT TOP OF PLINTH SAC AE DESIGN GROUP, INC. I • AIR CONDITIONER: UP TO 2,000 BTU/HR AIR CONDITIONER WITH (PLINTH SKIRT EXTENSION NOT SHOWN). FLX 1 2WS FRONT ELEVATION HEATER --OB — —ffJ HEAT EXCHANGER: UP TO 39W/°C HEAT EXCHANGER, +24VDC OR —48VDC PLINTH BOLT—DOWN PATTERN FRONT DOOR CABLE ENTRY: • (3) 1/2"; (3) 1 "; (1) 2" 31/2" OR 2" KNOCKOUTS 4" HIGH PLINTH/BASE SWING HANDLE LIFTING EYE BOLT UNDER THE PURCELL AC POWER OPTIONS: CABINET I • 3OA—MAIN POWER WITH OPTIONAL TRANSIENT VOLTAGE SURGE EXISTING CONCRETE PROTECTION, 15A GENERATOR CONNECTION CABLE FRONT DOOR — — • 6—POSITION 19" RACK—MOUNTED (1 RU) OR 12 POSITION (2U) AC C — — LOAD CENTERS AVAILABLE IN VARIOUS CONFIGURATIONS— CAN BE — — , EQUIPPED WITH SURGE PROTECTION DEVICES THAT OCCUPY SWING HANDLE 1—POSITION OR 2—POSITIONS AND 6—POSITION DIN—MOUNTED AC p V to BREAKER PANEL (120V OR 240V CONFIGURATIONS). OPTIONAL DIN—MOUNTED TVSS (4) 1/2"0 HILTI KWIK TZ • 15A GFCI DUAL OUTLET RECEPTACLE CONVENIENCE OUTLET 4" HIGH PLINTH STAINLESS STEEL ANCHOR W 2" MIN. EMBEDMENT (SPECIAL INSPECTION REQUIRED ICC—ESR 1917) NOTE: WEIGHT: 350 LBS FLX 12WS SIDE ELEVATION A PURCELL CONNECTION SCALE _5 PURCELL CABINET NCT LE 2 REVISIONS REV. DATE DESCRIPTION INITIALS A 02/06/17 100% CD's RM B 02/22/17 100% CD's RM 03/10/17 CITY COMMENTS RM NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET N. 1. NOTE: RAYCAP DC12-48-60-0-25E DC SURGE SUPPRESSOR RAYCAP VIA AT&T SUPPLIES THE RAYCAP CD6 OVER VOLTAGE DC6 OVER VOLATGE PROTECTOR PROTECTOR WITH DOME 0•DIMENSIONS, HXWXD: 20.06"X18.17"X6.375" AND PIPE MOUNT BRACKET. COVER �� PROPOSED RRUS SURGE SUPPRESSOR �/ ARCy� COLOR: GRAY0� 90 ••"'• i P1000 UNISTRUT •WEIGHT: ±56.3 LBS (INCLUDES WEIGHT W/MOUNTED 1��4✓••• ••••���\r MOUNTING KIT) V• BRACKET: >20 LBS PERMIT # ` •NEST ��H+ • e BUTTE COUNTY DEVELOPMENT SERVICES • �Rgg6 • COLOR: LIGHT THAN\ REVIEWED FOR ( I I I i I i ❑:: I � I ❑ I O I' ;❑+ 'i1❑a l COD--E%>COMPLIANCE —FRAMEPROPOSED H / .. .�, �� . •r „: ❑'' I ®' I ! I i I I l — DATE, BY ���' `'* • ® z • •• i I II' I I j I I 3 1/2 0 GALV. PIPE �."� •••...•®/�� II I I I I I i I POST C �20 . F Mtliif + - ❑ I, i ❑ ! O ® ® ® ; O ❑ ❑ 18.17" !° I I 6.375 DOME SECURING BAND H RAYCAP SUPPLIED 03/10/17 POLE MOUNTING FE DATE: L� C> 0 c"J C7 CD L7 C7 CJ C. C7 P1000 UNISTRUT BRACKET ° CLIP FOR ATTACHING DC6 (OVP) 0 ° TO BASE ASSEMBLY (TYP) LTE XC 0 01 0 0 0- 0 0 CD 0 0 C) ° POWER CABLE INGRESS CM -00696 0 1 /2"X3 -5/8"X5-1 /2"X3" PORTS (TYP. 6) 10132952 U—BOLT (HDG.)OUVE FW RAYCAP SUPPLIED BASE 2M NORM OF ORNUE/QW-Y W 0 ASSEMBLY N CD p p p MLLF CALIFORNIA 95966 N Q SHEET TITLE CABLE TIE BAR 0 ° ANTENNA, RRU (2) 1/2"0 HILTI KWIK (4) 1/2"o HILTI KWIK ° 1X3 -5/8"X5-1 /2"X3" U—BOLT TZ STAINLESS STEEL TZ STAINLESS STEEL CROSSOVER PLATE (/2" ) AND MOUNTING 0 ANCHOR W 2" MIN. ANCHOR W 2" MIN. _ EMBEDMENT (SPECIAL EMBEDMENT (SPECIAL 1/2" HDG HEAVY 2H HEX NUT, DETAILS INSPECTION REQUIRED INSPECTION REQUIRED 1/2" HDG LOCKWASHER, 1/ 2" HDG ICC—ESR / 1917) ICC—ESR 1917) CROSSOVER PLATE USS FLATWASHER, 1 2"X2"HDG VALMONTPART SCX3—K HEX BOLT GR5 SHEET NUMBER SIDE VIEW FRONT VIEW OR APPROVED EQUAL EXISTING CONCRETE SCALE� SCALE DC6 URGE PROTECTOR SCALE •�" RA ANR N.T.S.0SURGE PROTECT UNIT N.T.S. T. S. Special Inspections -201.6 CBC Ch. 17 em Inspection t-jpe Required 2013 CBC Standards Anchorage Fab Hilit Kwik TZ SS concrete anchor Periodic Table 1705.3 ACI 318: 17.8.2 and 17.8.2..4 ICC ESR 1917 Section 4.4 Special Inspections Contact ny Name Mailing Address Phone Number Email address ical Services, 1612 Weldin Wa , Reddin CA 96003 g y g (..301879-5800 �NC ccurry�c_ urryroup.com z u 0 IQ SPECIAL INSPECTION w o' Cn 0 J U V) 0 Of 0 w z w Z) z M Of a_ 0 CL V) F-- 2: w U 0 0 z 0 U 01 F-- 0 - 0 U 0 LA cn Z 6 W z Z 0 U z 0 mi LyU LLz w 2106 BB'S ERICCSON RBS 2106 • DIMENSIONS, HXWXD: 63 -5/8"X51 -3/16"X36-3/8" 0 SCALE 4 N.T.S. ERICCSON RBS 3106 a DIMENSIONS, HXWXD: 63-5/8"X51 —3/16"X36-3/8" WEIGHT, APPROXIMATE MAX: 1925 LBS • MAX. FLOOR LOADING: 195 LBS SQ.FT. CABINET MINIMUM CLEARANCE FRONT: 55" REAR: 2" LEFT SIDE: 0" RIGHT SIDE:O" NOTE STANDARD HEIGHT SHOWN ON THE TABLE INCLUDES INSTALLATION BASE FRAME PROVIDED BY ERICSSON. OPTIONAL CABLE BASE FRAME IS NOT INCLUDED. PLINTH SECTION OF RBS UNIT MOUNTED TO ERICSSON GALVANIZED STEEL BASE FRAME ERICSSON GALVANIZED STEEL— BASE FRAME BOLTED TO CONC. PAD 0 3106 BTS r r�uiN I viEvv FRONT VIEW SIDE VIEW 2-3/8" O.D. PILE X 24" LO 3-1/2"0 O.D. GALV. PIPE PI VALMONT PART #B1841 GPS MOUNTING KIT SCALE 1M.T.S. OPS ANTENNA SIDE VIEW SCALE N.T.S. GPS ANTENNA HEIGHT: 5.0" DIAMETER: 3.2" WEIGHT: 0.6LBS PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE -!'.-Z/ l-> SCALE N.T.S. 0 a M y g*Gya ^ e 5001 EXECUTIVE PARKWAY, I SAN RAMON, CA 94583 1 , OX,% .g 5015 SHOREHAM PL SUITE 150 SAN DIEGO, CA 92122 WWW.SCCW.COM WIRELESS 619.736.3766 SAC AE DESIGN GROUP, INC. REVISIONS REV. DATE DESCRIPTION INITIALS A 02/06/17 100% CD's RM B 02/22/17 100% CD's RM A03/10/17 CITY COMMENTS RM NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET `����g••,... •,•• 1` C) '• -.A 0 NES :;. POPOWYCH 0 0 IS joC 7496 a: I ENEWAt*�011 ,0 , , (p z5f •� • F CAx 03/10/17 DATE: LTE XC CM -M696 10132952 OIJVE FW 200' NORiH OF ORGMLLE/QUINCY MMf ORCNILLE, WFCRNIA 95966 SHEET TITLE DETAILS 0 w m a_- 0 m J H U_ ry F— V) V) O7 w U w w Q U 0 U) w g w Of U a z a Of w 0 w lyD (100 J U 0 ry O w GO z a Li ry Q z m L5 w 0 m a_ L z w D U 0 0 z O U lyI- V) z 0 U 0 V) z 0 w z z 0 U z 0 `Q m O z w z �e xc EXISTING 2"C -3#3/0, 1 #2 GROUND EXISTING 200A/2P DOUBLE -THROW EXISTING AT&T MAIN PANEL_ 120/240V, 1 PHASE, 3 MANUAL TRANSFER SWITCH WIRE, NEMA ENCLOSURE TYPE 3R. 5001 EXECUTIVE PARKWAY, 1 2 — SAN RAMON, CA 94583 NOTE: 4oA 3 4 40A BS 2106 RBS 3106 & EXISTING 200 AMP GENERATOR RECEPTACLE 1 -FOR (3) NEW ERICSSON CABINET R , RBS 3106 USE RESPECTIVELY EXISTING CIRCUIT BREAKERS 2P 5 6 2P (3,5), (4,6) & (7,9) IN LOAD CENTER INSIDE EXISTING 40A 7 8 72P MAIN ELECTRICAL .AND EXISTING 1 " CONDUIT ALREADY 2P9 10 5015 SHOREHAM PL ROUTED TO EACH CABINET & INSTALL NEW 3#8, 1#10 11 1230A SUITE 150 „ 30A SAN DIEGO, CA 92122 GROUND THHN/THWN-2. IN EACH EXISTING 1 CONDUIT. 13 14 2P WWW.SOCW.COM 2P WIRELESS 619.736.3766 30A 15 16 A 1 P SAC AE DESIGN GROUP, INC. 2P 17 18 DA 1P INSTALL (2) NEW 30A/1 P CIRCUIT BREAKERS AT 30A 19 20#AA'..OAVAILABLE SPACES POSITION 18 AND POSITION 20 FOR (2) NEW PURCELL CABINETS #2 AND #3 2P 21 221P23 24 EXISTING CONDUITS & WIRES TO E CKT 1 1 ,13 EXISTING (3) RECTIFIERS INSIDE E CKT 15,17 EXISTING RBA72-48VDC POWER PLANT E CKT(19,21)EXISTING 1/2"C-2#10, 1#10 GROUND EXISTING CONDUIT WIRE TO EXISTING < E CKT 23 SERVICE LIGHT N NEW 2 (1/2"C -2#10, 1#10 GROUND EXISTING CONDUITS TO NEW (3) CABINETS (SEE NOTE 1) COPPER THHN/THWN-2) U E CKT 3,5 Lu I I NEW CKT 20 E CKT 7,9 NEW CKT 18 E CKT 4,6 NEW RBS 2106 NEW RBS 3106 NEW RBS 3106 EXISTING NEW PURCELL NEW PURCELL CABINET #1 CABINET #2 CABINET #3 PURCELL CABINET #2 CABINET #3 CABINET #1 SCALE NOT USED SCALA 4 SINGLE LINE DIAGRAM 2 N.T.S. N.T.S. SYMBOLS PERMIT # BUTTE COUNTY EXISTING AT&T MAIN PANEL, 120/24OV, 1 PHASE, 3 WIRE, 10 KAIC CODEC 200A MAIN BREAKER DATE DESCRIPTION ® GROUNDING ROD WITH ACCESS (TEST WELL) COMPRESSION, CLAMP, OR DOUBLE HOLE LUG TYPE PHASE 2 e XIT GROUND ROD GROUND CONNECTION SAPCE — 1 ■ EXOTHERMIC CONNECTION (CADWELD) TO GROUND — 2 GROUND ROD RING AND COMPRESSION TO GROUND HALO 40A 3 DISCONNECT SWITCH — 4 V �M OR g UTILITY METER — 5500 6 CIRCUIT BREAKER c GROUNDING WIRE 2P FUSE r TELEPHONE LINE © GENERATOR NEW RBS 3106 UMTS 3C 1900 COAXIAL CABLE 7 S LIGHT SWITCH 8 FIBER/HYBRID EXISTING SURGE SUPPRESSOR xx DETAIL REFERENCE 2750 ELECTRICAL/TELCO CONDUIT (POWER & FIBER) 2P 2P OVERHEAD POWER & TELCO 30A 11 ABBREVIATIONS — 12 30A ACCA ANTENNA CABLE COVER ASSEMBLY GR GROWTH AC/DC "A" AWG AMERICAN WIRE GUAGE IGR INTERIOR GROUNDING RING (HALO) BTCW BARE TINNED COPPER WIRE MIGB MASTER ISOLATED GROUNDING BAR C CONDUIT PCS PERSONAL COMMUNICATION SERVICE 15 CIGBE COAXIAL INSULATED GROUND BARE EXTERNAL PPC POWER PROTECTION CABINET EXISTING CONVERTER AC/DC "A" CO CONDUIT ONLY PRC PRIMARY RADIO CABINET 2725 DWG DRAWINGS PVC POLYVINYL CHLORIDE CONDUIT 2P EMT ELECTRICAL METALLIC TUBING RGS RIGID GALVANIZED STEEL (N) NEW RWY RACEWAY 4000 (E) EXISTING S.L.D. SINGLE LINE DIAGRAM POWER PLANT RECTIFIER #3 GEN GENERATOR TEL TELEPHONE GFI GROUND FAULT CIRCUIT INTERRUPTER TYP. TYPICAL 21 GND GROUND WP WEATHERPROOF EQUIPMENT EXISTING GFCI GPS GLOBAL POSITIONING SYSTEM 23 1900 — PERMIT # BUTTE COUNTY EXISTING AT&T MAIN PANEL, 120/24OV, 1 PHASE, 3 WIRE, 10 KAIC CODEC 200A MAIN BREAKER DATE DESCRIPTION C B POS PHASE 1 PHASE 2 POS C B DESCRIPTION SAPCE — 1 — — 2 — SPACE NEW RBS 2106 GSM 850 40A 3 5500 — 4 V NEW RBS 3106 5 — 5500 6 NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET UMTS 850/1900 2P NEW RBS 3106 UMTS 3C 1900 40A 7 2750 — 8 30A EXISTING SURGE SUPPRESSOR 9 — 2750 10 2P 2P EXISTING RBA72—48V—DC 30A 11 1500 — 12 30A EXISTING CONVERTER POWER PLANT RECTIFIER #1 AC/DC "A" 13 — 1500 14 2P 2P EXISTING RBA72 —48V—DC 30A 15 2725 — 16 30A,,-`*_ P EXISTING CONVERTER AC/DC "A" POWER PLANT RECTIFIER #2 17 — 2725 18 ��j NEW PURCELL CABINET #2 2P EXISTING RBA72 —48V—DC 30A 19 4000 — 20 30A 1 P NEW PURCELL CABINET #3 POWER PLANT RECTIFIER #3 2 OA 2P 21 — 4000 22 1 P EXISTING GFCI EXISTING SERVICE LIGHT 20 1 P 23 1900 — 24 30A 1 P EXISTING PURCELL CABINET #1 TOTAL PHASE 1 18,375 16,475 TOTAL PHASE 2 TOTAL PHASE 1 -+- PHASE 2 34,850 (VXA) ADD 25% LCL 475 TOTAL LOAD (VXA) 35,325 TOTAL LOAD (AMPS) 148 AMPS REVISIONS REV. DATE DESCRIPTION INITIALS A 02/06/17 100% CD's RM B 02/22/17 100% CD's RM A03/10/17 CITY COMMENTS RM NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET �FVELOPMENT SERVICES IVED FOR )MPLIANCE ®® �� ��®O kRCy/r . Ls Cj 0� OF 03/10/17 DATE: LTE XC MM696 10132952 OLIVE HW 200' NORTH OF OROMLLE/QUINCY I-NVY OROMLLE, CALIFORNIA 95966 SHEET TITLE GROUNDING SCHEMATIC DIAGRAM & DETAILS SHEET NUMBER 0 w I- 0 ry J U ry F— V) w U m w ('' w ry m Q U O w w m U _ a z Ta 1 I- CE w O w ry O J U 0 o' O w z Q w m z m m Of m O a V) z w V O z O U m f— cn z O U fi O w V) F— z 0 w z Q f— z O V z O I= CQ �Ly/ LL O 1, z w F— INSPECTION WINDOW REQUIRED FOR ALL INTERIOR TWO—HOLE CONNECTORS EXTERNAL TOOTHED 3/8 "Ox 1 11/2" S/S NUT S/S LOCK WASHER S/S FLAT WASHER APPLY NO—OX S/S FLAT WASHER — S/S BOLT (1 OF 2) TINNED COPPER — GROUNDING BAR GROUND BAR COLD SHRINK OR APPROVED EQUAL EXTERIOR. TWO HOLE LUG DETAIL GROUND BAR ON WALL OR FLOOR Eo GROUND BAR DETAIL #4 OR #6 AWG STRANDED CU CONDUCTOR WITH GREEN, 60OV, THWN-2 INSULATION I INA N! I 111600 (2) TWO EXOTHERMIC TO BE USED WITH #2 AWG SOLID BARE TINNED COPPER GROUND CONDUCTOR, EXOTHERMIC WELD TO BURIED GROUND RING AND GROUND BAR PVC NONMETALLIC CONDUIT SCH 40 TYPE (NMC) CONDUIT WITH STRAP WITHIN TWO INCHES OF CONDUIT END BUTT CONDUCTOR INSULATION UP AGAINST THE CONNECTOR BARREL 1� COLD SHRINK OR APPROVED EQUAL DO NOT DISCONNECT 1/16" LABEL 1/4" MIN. "DO NOT DISCONNECT" TAG ON ALL GROUNDING BAR INTERCONNECTS AND EQUALIZERS SCALE N.T.S. O M 11 Q0 SOLE N.T.S. PANEL ANTENNA MOUNTING PIPE (TYP.) PANEL ANTENNA (TYP.) #6 AWG STRANDED INSULATED - GROUND WIRE (TYP.) EXISTING SECTOR GROUND BAR LEGEND GROUND ROD 5/8"0 X 10'-0" DATE T I NEW GROUND RING ----------- 02/06/17 EXISTING GROUND RING G—G.........G.........G..._..G....__G..__.G.-._._G.........G- I0 STEEL GROUND BAR 02/22/17 00000000000 RM COPPER GROUND BAR 100000000000000000 0 D EXOTHERMIC CONNECTION 0 MECHANICAL CONNECTION AL GROUND CONDUCTOR — — NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET I c� G—G—G—G—G—G—G—G—G—G—G—G—G—G—G—G� rG—G—G—G—G— LG—G—G—G—O—G—G—G—O—G—G—O—G—O—G—O—O—O—O—O—I I I I O �G—G—G—G— Gf O 4) I t9 G—G—G—G-1 IIIF #6 AWG STRANDED INSULATED - GROUND WIRE (TYP.) EXISTING SECTOR GROUND BAR LEGEND GROUND ROD 5/8"0 X 10'-0" DATE TEST WELL INITIALS NEW GROUND RING ----------- 02/06/17 EXISTING GROUND RING G—G.........G.........G..._..G....__G..__.G.-._._G.........G- RM STEEL GROUND BAR 02/22/17 00000000000 RM COPPER GROUND BAR 100000000000000000 INTERNAL GROUND BAR D EXOTHERMIC CONNECTION 0 MECHANICAL CONNECTION AL GROUND CONDUCTOR — — EXISTING GPS — ANTENNA — EXISTING WORK LIGHT POST EXISTING ICE BRIDGE / EXISTING FIXING H—FRAME POST (TYP.) PIPE EXISTING WORK LIGHT EXISTING ELECTRIC METER & DISCONNECT FIBER & DC - cI PAIR FROM I JUNCTION BOX j (TYP.) G— G— G— G— G— G— G— G— G— G G— G— G— G— G— G— G— G— G— G— G— G— G— G— GJ EXISTING EXISTING EXI OR NEW OR NEW OR POWER FIF RACK FIF O PLANT I C T n rfl� EXISTING CABLE BREAKOUT CYLINDER (TYP.) 11 n T f"1 I I A I I/ I 1- TA I f I ,T 17_0-0TRAY T I —G—G fl T — G GG---j o , pn ��O—fl—DLJ—J—fl—fl—fl—fl—fl—O-0-0—O—fl—fl—fl—fl—fl—O—fl—O—OJ G G—G—G—G—G—G—G—G—G—G G-1 I rj I I I I—J—J—J—D—O—o—fl—O—fl—O—J—o—fl—'J—J—£—o—J—'J—°J—J—fl—fl—fl—O� I T Q I I ROUTE GROUND IN 3/4" LIQUIDTIGHT FLEXIBLE NONMETALLIC CONDUIT FROM T1 GROUND BAR. SEAL TOP END II�,TT��' 6, WATERTIGHT W/DUCT PLUG 11�I I ,IT l I I IMI I,I #2 SOLID TINNED, BARE ' COPPER GROUND WIRE IT! I'I") T TI00 �III I I STEEL THREADED ROD I I � 1 T �I�I I I EQUIPMENT GROUND BAR I ITITTT I ATTACHED TO CONCRETE IIo I T T T T T PAD °p 01 ° NEW BURIED GROUND I I I I RING #2 SOLID TINNED, I I I i BARE COPPER WIRE c — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — GROUND ROD (TYP.) GROUND ROD (TYP.) PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DAT A>'1—��------€�Y-%y�_ SCALE� N.T.S. 5015 SHOREHAM PL S� am( I ; SUITE 150 SAN DIEGO, CA 92122 WWW.SCCW.COM WIRELESS 619.736.3766 SAG AE DESIGN GROUP, INC. REVISIONS REV. DATE DESCRIPTION INITIALS A 02/06/17 100% CD's RM B 02/22/17 100% CD's RM 03/10/17 CITY COMMENTS RM NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET ARC�y V,• ••,Ae NE9 T. POPOWYCH 0 C-27496 � �17 • EiitWA1.4'30- Q ~-••,• •••• O s 03/10/17 DATE: LTE XC G/L00696 10132952 OUVE H& 11 NOFN OF MUE/QW-Y H& L SHEET TITLE SHEET NUMBER i R SECTOR A SECTOR B SECTOR C Al ri