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HomeMy WebLinkAboutPermit Building 2019-04-11DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AN ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS 70 WORN SHOWN SHALLBE IMPLQIENIED WITHOUT PRIOR WRITTEN APPRUVPL ALL PREVIOUS ISSUES OF THIS DRAWING ARE r SUPERSEDED BY THE LATEST REVISION. ALL DRAWING AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON ■ HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. 0 PRO veri onv Q ]1504 OREGON PROJECT NAME: EUG RI DGECREST "4NC E GO PROJECT LOCATION: 4680 MAIN ST flEIIIEWEA9 F CONSTRUCTION SPRINGFIELD, OR 97477� 3 01/21/19 UPDATED PER NEW REDS s G'��� � 2 05/23/17 ISSUED FOR CONSTRUCTION CROWN CASTLE ID: 839142 1 05/11/17 ISSUED FOR CONSTRUCTION 0 04/25/17 ISSUED FOR CONSTRUCTION B 04/13/17 ISSUED FOR REVIEW VICINITY MAP PROJECT INFORMATION SCOPE OF WORK A 03/09/17 ISSUED FOR REVIEW ` JURISDICTION: CIN OF SPRINGFIELD VERIZON WIRELESS PROPOSES TO INSTALL AN UNMANNED TELECOMMUNICATIONS FACILITY CONSISTING OF No. Date ®e Revision ZONING CLASS: LIGHT INDUSTRIAL THE INSTALLATION OF (6) NEW PANEL ANTENNAS WITH A 99'-0' TIP HEIGHT, (6) RRU'S, (1) HYBRID Bgiant, CABLE AND (1) RAYCAP SPLITTER/SURGE SUPPRESSOR ON A PROPOSED PLATFORM MOUNT ON EXIS'gWG a • • • OCCUPANCY GROUP: UTILITY MONOPOLE. ALSO PROPOSED IS THE INSTALLATION OF (3) EQUIPMENT CABINETS (1 POWER AND 2 • • • • CONSTRUCTION TYPE: II -B TAX PARCEL ID: 717023242-103 BATTERY) AND (1) RACK MOUNTED RAYCAP SURGE SUPPRESSOR WITHIN A 199 S.F. LEASE AREA. - • • • • • •: • • • • • • oil PARCEL SIZE: TBD • • V/ venzo, LIST OF DRAWINGS LATITUDE: 44'0' N (PER CROWN CASTLE AS -QUILT 1A) 44.04670846708' • LONGITUDE: 12757'10.8" W (PER CROWN CASTLE AS—BUILT 1A) • •••••• • • • • • • • SHEET DESCRIPTION _ • � —122.952989' T-1 COVER SHEET Implementorpq TIepm: — GROUND ELEVATION: 493'-3' AMSL (PER CROWN CASTLE AS—BUILT 1A) T-2 GENERAL NOTES AND SYMBOLS • • • • • • • • - STRUCTURE HEIGHT: 119'—B" (TOP OF MONOPOLE) 99'-0" (TOP OF PROPOSED ANTENNAS) A-1 SITE PLAN • Land RVE LEASE AREA: 199 S.F. (APPROX) A-1.1 EXISTING COMPOUND PLAN •• . A-1.2 PROPOSED COMPOUND PLAN _ • • S@��VICP.S y • • v =A-2 � 4 PROPOSED ELEVATION • • • 'I NollMwest • , A-3 CONSTRUCTION DETAILS .. •• • • rFd.,az„rrvt'je A`} A-4 CONSTRUCTION DETAILS line Farest Product§A-5 loom CONSTRUCTION DETAILS A&E Team: RF -1 PROPOSED ANTENNA CONFIGURATION RF -2 ANTENNA RF DIAGRAM i a ,, , „ S-1 STRUCTURAL NOTES MORRISON HERSHFIELD 7dP S-2 STRUCTURAL DETAILS 5100 SW MACADAM AVE, SUITE 500 = I`3, _ . E-1 ELECTRICAL NOTES AND SYMBOLS PORT OR 92639 A E-2 ELECTRICAL SITE PLAN , www.morrisonhershfield.oen E-3 ELECTRICAL PLAN, NOTES AND RISER DIAGRAM E-4 GROUNDING PLAN AND NOTES Project Info: } `e E-5 ELECTRICAL, GROUNDING DETAILS & PANEL SCHEDULE - E-6 ELECTRICAL & GROUNDING DETAILS EUG -- "w E-7 ELECTRICAL & GROUNDING DETAILS RIDGECREST 4680 MAIN ST SPRINGFIELD, OR 97477 r Planet Fitness- 4 3pdngfield,ORQ _ . -' CONTACTS CODE COMPLIANCE Drawing rt,e: 1 _ PROJECCT., IMPLEMENTATION CONTACT. APPLICANT/CLIENT CONTACT: A&E CONTACT: ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT - SITE STEVE BODINE ED FOURNIER RYLAN BROWNING VERIZON WIRELESS (VAW) LLC LAND SERVICES NORTHWEST, LLC MORRISON HERSHFIELD CORP CONDITIONS OF THE FOLLOWING CODES AS ADOPTED 13Y THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: COVER — (d/b/o VERIZON WIRELESS) PO BOX 302 5100 SW MACADAM AVE, SUITE 500 5430 NE 122ND AVENUE BEND, OR 97709 PORTLAND, OR 97239 OREGON STATE AND LOCAL BUILDING CODES WITH THE FOLLOWING REFERENCE CODE: SHEET DRIVING DIRECTIONS PORTLAND, OR 97230 PHONE: (503) 206-0350 PHONE: (503) 595-9128 PHONE: (503) 544-9695 rbrowning®morrisonhershTield.com stephen.bodinel®verizonwireless.com 2014 OREGON STRUCTURAL SPECIALTY CODE 2017 OREGON EUECTRICAL SPECIALTY CODE (FROM PORTLAND, OR) • SOUTHBOUND ON I-5 TOWARD SALEM/BEAVERTON 2014 OREGON MECHANICAL SPECIALTY CODE 2012 NFPA 101 UFE SAFETY CODE Pro Project Number. Stag Date: • AT EXIT 194A, TAKE RAMP RIGHT FOR OR -126 EAST TOWARD SPRINGFIELD PROPERTY OWNER CONiACM1 ENGINEER OF RECORD: 190017200 02/13/17 • KEEP STRAIGHT ONTO OR -126 E • TAKE RAMP RIGHT FOR 42ND ST. TOWARD JASPER/SPRINGFIELD HOWAN INC G. LANCE COOKE 2783 RNERWALK LOOP MORRISON HERSHFIELD CORP APPROVALS Drafter Designer. • TURN RIGHT ONTO 42ND ST EUGENE, OR 97401 PHONE: (503) 924-2515 LW RB TURN LEFT ONTO OR -126 BR/MAIN ST Icooke®morrisonhershfield.com SIGNATURE DATE Project Manager. Professional of Record: SITE IS ON THE LEFT SS LC TOS OWNER CONTACT: CROWN CASTLE REPRESENTATIVE Revision No: Sheet No: SITE OWNER T-1 RF ENGINEER GENERAL NOTES 1M WORK SHALL COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. ALL NECESSARY LICENSES, CERTIFICATES, ETC., REQUIRED BY AUTHORITY HAVING JURISDICTION SHALL BE PROCURED AND PAID FOR BY THE CONTRACTOR. 2. MORRISON HERSHFIELD CORPORATION HAS NOT CONDUCTED, NOR DOES IT INTEND TO CONDUCT ANY INVESTIGATION AS TO THE PRESENCE OF HAZARDOUS MATERIAL, INCLUDING, BUT NOT LIMITED T0, ASBESTOS WITHIN THE CONFINES OF THIS PROJECT. MORRISON HERSHFIELD CORPORATION DOES NOT ACCEPT RESPONSIBILITY FOR THE INDEMNIFICATION, THE REMOVAL, OR ANY EFFECTS FROM THE PRESENCE OF THESE MATERIALS. IF EVIDENCE OF HAZARDOUS MATERIALS IS FOUND, WORK IS TO BE SUSPENDED AND THE OWNER NOTIFIED. THE CONTRACTOR IS NOT TO PROCEED WITH FURTHER WORK UNTIL INSTRUCTED BY THE OWNER IN WRITING. 3. ALL MATERIAL FURNISHED UNDER THIS CONTRACT SHALL BE NEW, UNLESS OTHERWISE NOTED. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP. THE CONTRACTOR SHALL REPAIR OR REPLACE AT HIS EXPENSE ALL WORK THAT MAY DEVELOP DEFECTS IN MATERIALS OR WORKMANSHIP WITHIN SAID PERIOD OF TIME OR FOR ONE YEAR AFTER THE FINAL ACCEPTANCE OF THE ENTIRE PROJECT, WHICHEVER IS GREATER. 4. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS AND UTILITIES AT THE JOB SITE BEFORE WORK IS STARTED. NO CLAIMS FOR EXTRA COMPENSATION FOR WORK WHICH COULD HAVE BEEN FORESEEN BY AN INSPECTION, WHETHER SHOWN ON THE CONTRACT DOCUMENTS OR NOT, WILL BE ACCEPTED OR PAID. 5. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING DIMENSIONS AND CONDITIONS AT THE JOB SITE WHICH COULD AFFECT THE WORK UNDER THIS CONTRACT. ALL MANUFACTURERS RECOMMENDED SPECIFICATIONS, EXCEPT THOSE SPECIFICATIONS HEREIN, WHERE MOST STRINGENT SHALL BE COMPLIED WITH. 6. THE CONTRACTOR SHALL VERIFY AND COORDINATE SIZE AND LOCATION OF ALL OPENINGS FOR STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, CIVIL, OR ARCHITECTURAL WORK, 7. THE CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST BETWEEN THE LOCATIONS OF ANY AND ALL MECHANICAL, ELECTRICAL, PLUMBING, OR STRUCTURAL ELEMENTS, AND THAT ALL REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE ARE MET. NOTIFY THE CONSULTANT OF ANY CONFLICTS. THE CONSULTANT HAS THE RIGHT TO MAKE MINOR MODIFICATIONS IN THE DESIGN OF THE CONTRACT WITHOUT THE CONTRACTOR GETTING ADDITIONAL COMPENSATION. B. DO NOT SCALE THE DRAWINGS. DIMENSIONS ARE EITHER TO THE FACE OF FINISHED ELEMENTS OR TO THE CENTER LINE OF ELEMENTS, UNLESS NOTED OTHERWISE. CRITICAL DIMENSIONS SHALL BE VERIFIED AND NOTIFY THE CONSULTANT OF ANY DISCREPANCIES. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEAN UP OF ALL TRADES AND REMOVE ALL DEBRIS FROM THE CONSTRUCTION SITE, AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL THOROUGHLY CLEAN THE BUILDING, SITE, AND ANY OTHER SURROUNDING AREAS TO A BETTER THAN EXISTING CONDITION. 10. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, ETC. ACCORDING TO APPLICABLE CODES, STANDARDS, AND GOOD CONSTRUCTION PRACTICES. 11. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING CONSTRUCTION AND REPAIR ALL DAMAGES TO BETTER THAN NEW CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DAMAGE TO THE BUILDING SITE OR ANY ADJACENT STRUCTURES AROUND THE PROJECT. THE CONSULTANT SHALL BE SOLE AND FINAL JUDGE AS TO THE QUALITY OF THE REPAIRED CONSTRUCTION. ANY ADDITIONAL MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE AT THE CONTRACTOR'S EXPENSE. 13. WHERE ONE DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE OR SIMILAR CONDITIONS, EVEN THOUGH NOT SPECIFICALLY MARKED ON THE DRAWINGS OR REFERRED TO IN THE SPECIFICATIONS, UNLESS NOTED OTHERWISE. 14. WHERE NEW PAVING, CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION, THE CONTRACTOR SHALL MATCH THE EXISTING PITCH, GRADE, AND ELEVATION SO THE ENTIRE STRUCTURE SHALL HAVE A SMOOTH TRANSITION. 15. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS, WALL, CEILING, OR OTHER CONSTRUCTION AS REQUIRED TO GAIN ACCESS TO AREAS FOR ALL MECHANICAL, PLUMBING, ELECTRICAL, OR STRUCTURAL MODIFICATIONS. WHERE THE EXISTING CONSTRUCTION DOORS, PARTITIONS, CEILING, ETC., ARE TO BE REMOVED, MODIFIED, OR REARRANGED OR WHERE THE EXPOSED OR HIDDEN MECHANICAL, ELECTRICAL, SYSTEMS ARE ADDED OR MODIFIED, THE GENERAL CONTRACTOR SHALL REPAIR, PATCH AND MATCH ALL EXISTING CONSTRUCTION AND FINISHES OF ALL FLOORS WALLS AND CEILINGS. WHERE CONCRETE MASONRY CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL TOOTH IN ALL NEW CONSTRUCTION TO MATCH THE EXISTING BOND. WHERE CONCRETE CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL VERIFY THE EXACT DETAILS TO BE USED FOR CONSTRUCTION. ALL WORK SHALL BE COVERED UNDER THE GENERAL CONTRACT. 16. VERIFY ALL EXISTING DIMENSIONS PRIOR TO PERFORMING WORK. 17. VERIFY LOCATION OF ALL BURIED UTILITIES PRIOR TO ANY EXCAVATION. 18. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FOR COMMERCIAL POWER IMMEDIATELY UPON AWARD OF CONTRACT. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP ALL DOCUMENTATION RECEIVED FROM THE POWER COMPANY, ACKNOWLEDGING APPLICATION FOR POWER, WRITTEN AND VERBAL DISCUSSIONS WITH THE POWER COMPANY, ETC. 19. THE GENERAL CONTRACTOR SHALL OBTAIN WRITTEN CONFIRMATION OF THE EXPECTED DATE OF COMPLETION OF THE POWER CONNECTION FROM THE POWER COMPANY, 20. IF THE POWER COMPANY IS UNABLE TO PROVIDE THE POWER CONNECTION BY OWNER'S REQUIRED DATE, THE GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN A TEMPORARY GENERATOR UNTIL THE POWER COMPANY CONNECTION IS COMPLETED. COSTS ASSOCIATED WITH THE TEMPORARY GENERATOR TO BE APPROVED BY THE OWNER. 21. IF THE GENERAL CONTRACTOR FAILS TO TAKE NECESSARY MEASURES AS DESCRIBED IN NOTES 18, 19 AND 20 ABOVE, THE GENERAL CONTRACTOR SHALL PROVIDE A TEMPORARY GENERATOR AT NO COST TO THE OWNER. 22. PLANS PART OF THIS SET ARE COMPLEMENTARY. INFORMATION IS NOT UMITED TO ONE PLAN. DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT, WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED BY THE OWNER ON OTHER PROJECTS OR EXTENSION TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. THESE PLANS WERE PREPARED TO BE SUBMITTED TO GOVERNMENTAL BUILDING AUTHORITIES FOR REVIEW FOR COMPUANCE WITH APPLICABLE CODES AND IT IS THE SOLE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR TO BUILD ACCORDING TO APPLICABLE BUILDING CODES. 23. IF CONTRACTOR OR SUB -CONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED PLANS, THEN IT IS THE CONTRACTOR'S AND THE SUB -CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE ARCHITECT WITH 4 COPIES OF THE PROPOSED CHANCES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE WORK. IN ADDITION THE CONTRACTOR AND SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSEd CHANGES BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR AND SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK. 24. IN EVERY EVENT, THESE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL BE INTERPRETED TO BE A MINIMUM ACCEPTABLE MEANS OF CONSTRUCTION BUT THIS SHALL NOT RELIEVE THE CONTRACTOR, SUB -CONTRACTOR, AND/OR SUPPLIER/MANUFACTURER FROM PROVIDING A COMPLETE AND CORRECT JOB WHEN ADDITIONAL ITEMS ARE REQUIRED TO THE MINIMUM SPECIFICATION. IF ANY ITEMS NEED TO EXCEED THESE MINIMUM SPECIFICATIONS TO PROVIDE A COMPLETE, ADEQUATE AND SAFE WORKING CONDITION, THEN IT SHALL BE THE DEEMED AND UNDERSTOOD TO BE INCLUDED IN THE DRAWINGS. FOR EXAMPLE, IF AN ITEM AND/OR PIECE OF EQUIPMENT REQUIRES A LARGER WIRE SIZE (I.E. ELECTRICAL WIRE), STRONGER OR LARGER PIPING, INCREASED QUANTITY (I.E. . STRUCTURAL ELEMENTS), REDUCED SPACING, AND/OR INCREASED LENGTH (I.E. BOLT LENGTHS, BAR LENGTHS) THEN IT SHALL BE DEEMED AND UNDERSTOOD TO BE INCLUDED IN THE BID/PROPOSAL. THESE DOCUMENTS ARE MEANT AS A GUIDE AND ALL ITEMS REASONABLY INFERRED SHALL BE DEEMED TO BE INCLUDED. 25. THESE CONTRACT DOCUMENTS ANDSPECIFICATIONSSHALL NOT BE CONSTRUED TO CREATE A CONTRACTUAL RELATIONSHIP OF ANY KIND BETWEEN THE ARCHITECT AND THE CONTRACTOR. 26. CONTRACTOR & ANY SUBCONTRACTORS TO MAINTAIN KEEPING THE ROAD ACCESS GATE LOCKED AT ALL TIMES. 27. IN RAWLAND CONDITIONS, TOWER FOUNDATION STRUCTURAL STEEL TO BE GROUNDED PRIOR TO CONCRETE POUR. TOWER FOUNDATION STRUCTURAL STEEL TO BE CONNECTED TO PERMANENT GROUND ROD PRIOR TO TOWER ERECTION. TOWER GROUND MUST BE MAINTAINED AT ALL TIMES. LINE/ANTENNA NOTES 1. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLES SHALL CONFORM TO ASTM A307 OR ASTM A36. ALL STRUCTURAL FASTENERS FOR STRUCTURAL STEEL FRAMING SHALL CONFORM TO ASTM A325. FASTENERS SHALL BE 5/8" MIN. DIA. BEARING TYPE CONNECTIONS WITH THREADS EXCLUDED FROM THE PLANE. ALL EXPOSED FASTENERS, NUTS, AND WASHERS SHALL BE GALVANIZED OTHERWISE NOTED. CONCRETE EXPANSION ANCHORS SHALL BE HILTI KWIK BOLTS UNLESS OTHER WISED NOTED. ALL ANCHORS INTO CONCRETE SHALL BE STAINLESS STEEL. 2. THE CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE REQUIRED TO SECURE THE CABLES. CONNECTION HARDWARE SHALL BE STAINLESS STEEL. 3. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH. CONTRACTOR SHALL VERIFY NORTH AND NOTIFY CONSULTANT OF ANY DISCREPANCY BEFORE STARTING CONSTRUCTION. 4. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT. 5. THOROUGHLY REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND CONNECTIONS. 6. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHARP BENDS. ALL BENDS TO BE A MIN. OF 8" RADIUS 7. FOR GROUNDING TO BUILDING FRAME & HATCH PLATE GROUND BARS. USE A TWO -BOLT HOLE NEMA DRILLED CONNECTOR SUCH AS T&B 32007 OR APPROVED EQUAL 8. FOR ALL EXTERNAL GROUND CONNECTIONS, CLAMPS & CADWELDS, APPLY A LIBERAL PROTECTIVE COATING OR AN ANTI -OXIDE COMPOUND SUCH AS "NO -OXIDE A" BY DEARBORN CHEMICAL COMPANY. 9. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY THERMO-WELDING. USE ERICO T-319 GALVANIZING BAR/COLD GALVANIZING PAINT. 10. SEAL ALL CONDUIT PENETRATIONS INTO MODULAR BUILDING WITH A SILICONE SEALANT AND ALL CONDUIT OPENINGS. 11. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TO EXCEED 3' OR THE CABLE MANUFACTURES SPECIFICATIONS WHICHEVER IS LESS, WITH HARDWARE SPECIFIED IN THE COAXIAL CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL REPORT. 12. THE COAXIAL ANTENNA CABLE INSTALLER SHALL BE RESPONSIBLE FOR PERFORMING AND SUPPLYING THREE (3) TYPEWRITTEN SWEEP TESTS (ANTENNA RETURN .LOSS TEST). THIS TEST SHALL BE PERFORMED TO THE SPECIFICATIONS AND PARAMETERS OUTUNED BY THE VERIZON WIRELESS RADIO FREQUENCY THRU ENGINEER. THIS TEST SHALL BE PERFORMED PRIOR TO FINAL ACCEPTANCE OF THE SITE. (1) COPY TO BE PLACED IN SHELTER. 13. THE COAXIAL ANTENNA CABLE INSTALLER SHALL BE RESPONSIBLE FOR PERFORMING AND SUPPLYING VERIZON WIRELESS WITH THREE TYPE WRITTEN TIME DOMAIN REFLECTOMETER TESTS TO VERIFY CABLE LENGTH AND TO CHECK FOR WATER DAMAGE. 14. VAPOR WRAP WILL BE USED TO SEAL ALL CONNECTIONS. 15. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE WILL BE 1/2" DIA, AND SHALL NOT EXCEED 6'-0" 16. ALL MAIN TRANSMISSION CABLE WILL BE TERMINATED AT A VERIZON WIRELESS POLYPHASER PROTECTOR LOCATED WITHIN 1'-0" OF THE EQUIPMENT SHELTER. 17. ANTENNA CABLE LENGTHS HAVE BEEN DETERMINED BASED ON THESE PLANS, CABLE LENGTHS LISTED ARE APPROXIMATED AND ARE NOT INTENDED TO BE USED FOR FABRICATION DUE TO FIELD CONDITIONS ACTUAL CABLE LENGTHS REQUIRE. CONTRACTOR MUST FIELD VERIFY ANTENNA CABLE LENGTHS PRIOR TO ORDER. 18. ALL MAIN CABLES WILL BE COLOR CODED AT FOUR LOCATIONS: A) AT ANTENNA PRIOR TO JUMPER, B) AT THE BOTTOM OF THE TOWER, C) EXTERIOR PART OF THE WAVE GUIDE ENTRY PORT (AT THE SHELTER/CABINET WALL). D) INTERIOR OF THE SHELTER/CABINET. 19. ALL MAIN CABLES WILL BE GROUNDED AT: A) AT THE ANTENNA MOUNTING PIPE, B) MIDDLE OF THE CABLE RUN IF OVER 200', C) PRIOR TO ENTERING EQUIPMENT SHELTER/CABINET (WITHIN 1' OF ENTRY). 20. PROVIDE AT LEAST 6" OF SLACK IN THE MAIN COAXIAL CABLES AT THE TOWER TOP TO PROVIDE FOR FUTURE CONNECTOR REPLACEMENT. 21. PROVIDE A CABLE DRIP LOOP AT THE BOTTOM OF THE TOWER BELOW THE TOWER BOTTOM GROUND CONNECTIONS AND AS THE CABLE TRANSITIONS TO THE SHELTER/CABINET. 22. ANTENNAS AND COAX TO BE PROVIDED BY VOUZON WIRELESS, CONTRACTOR TO COORDINATE DELIVERY. I PROJECT INFORMATION 1. THIS IS AN UNMANNED FACILITY AND RESTRICTED ACCESS EQUIPMENT AND WILL BE USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. 2. VERIZON WIRELESS CERTIFIES THAT THIS TELEPHONE EQUIPMENT FACILITY WILL BE SERVICED ONLY BY VERIZON WIRELESS EMPLOYEE SERVICE PERSONNEL FOR REPAIR PURPOSES ONLY. THIS FACILITY IS UNOCCUPIED AND NOT DESIGNED FOR HUMAN OCCUPANCY THUS IT IS NOT OPEN TO THE PUBLIC. 3. THIS FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY. 4. NO POTABLE WATER SUPPLY 15 TO BE PROVIDED AT THIS LOCATION. 5. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION. 6. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. 7. VERIZON WIRELESS MAINTENANCE CREW (TYPICALLY ONE PERSON) WILL MAKE AN AVERAGE OF ONE TRIP PER MONTH AT ONE HOUR PER -VISIT. ABBREVIATIONS AGL ABOVE GROUND LEVEL GA GAUGE PLYWD PLYWOOD A/C AIR CONDITIONING GALV GALVANIZED PT PRESSURE TREATED APPROX .APPROXIMATELY GC GENERAL CONTRACTOR PROD PROJECT AZ AZIMUTH GRND GROUND PROP PROPERTY GYP BD GYPSUM WALL BOARD (P) PROPOSED BLDG BUILDING BLK BLOCKING HT HEIGHT CITY QUANTITY HVAC HEATING VENTILATION AIR CLG CEILING CONDITIONING REO REQUIRED It CENTERLINE HORZ HORIZONTAL RM ROOM CLR CLEAR HR HOUR RO ROUGH OPENING CONC CONCRETE ROW RIGHT OF WAY CONST CONSTRUCTION IN INCH CONT CONTINUOUS INFO INFORMATION SHT SHEET ID INSIDE DIAMETER SIM SIMILAR DET DETAIL INSUL INSULATION SPEC SPECIFICATION DIA DIAMETER INT INTERIOR SF SQUARE FOOT DIAG DIAGONAL IBC INTERNATIONAL BUILDING CODE SS STAINLESS STEEL DIM DIMENSION STL STEEL DBL DOUBLE LBS POUNDS STRUCT STRUCTURAL ON DOWN STD STUD DWG DRAWING MGR MANAGER SUSP SUSPENDED MFR MANUFACTURER EA EACH MAX MAXIMUM THRU THROUGH ELEC ELECTRICAL MECH MECHANICAL TNNG TINNED ELEV ELEVATION MTL METAL TYP TYPICAL EQ EQUAL MIN MINIMUM EQUIP EQUIPMENT MISC MISCELLANEOUS UG UNDERGROUND (E) EXISTING UNO UNLESS NOTED OTHERWISE EXT EXTERIOR N/A NOT APPLICABLE VIF VERIFY IN FIELD FIN FINISH NIC NOT IN CONTRACT VERT VERTICAL FLR FLOOR NTS NOT TO SCALE FLUOR FLUORESCENT WP WATER PROOF FT FOOT OC ON CENTER W/ WITH 00 OUTSIDE DIAMETER W/0 WITHOUT UGP - UG POWER CONDUIT UGT UG TELCO CONDUIT IMPORTANT NOTICE DD NOT SCALE DRAWINGS CONTRACTOR NIST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHN.L BE IMPLEMENTED WDHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATESE REVISION. ALL DRAWING AND SPECIFICATIONS RETRAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NETTHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. • • • • • • • • ... ver izo� ImplementgN.io TBam: •••• • of I• • Land ' . Selrvices r' c N drt4pest THE EXISTING CONDITIONS REPRESENTED HEREIN ARE BASED ON VISUAL OBSERVATIONS AND INFORMATION PROVIDED BY OTHERS. MORRISON HERSHFIELD CORPORATION CANNOT GUARANTEE THE CORRECTNESS NOR COMPLETENESS OF THE EXISTING CONDITIONS SHOWN AND ASSUMES NO RESPONSIBILITY THEREOF. CONTRACTOR AND HIS SUB -CONTRACTORS SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS AS REQUIRED FOR PROPER EXECUTION OF PROJECT. REPORT ANY CONFLICTS OR DISCREPANCIES TO THE CONSULTANT PRIOR TO CONSTRUCTION. LEGEND BUILDINGANALUDETAIL SECTION LARGE SCALE DETAIL AC DETAIL NUMBER DETAIL NUMBER �L SHEET NUMBER SHEET NUMBER WHERE DETAILED WHERE DETAILED F REFERENCE ELEVATION DETAIL BUG DETAIL NUMBER 1 ' REFERENCED SHEET NUMBER DRAWING WHERE DETAILED FrM MORRISON HERSHFIELD 5100 SW MACADAM AVE, SUITE 500 - PORTLAND, OR 97239 Tel: 503.595.9128 w .morrisonhershfield.00m EUG RIDGECREST 4880 MAIN SF SPRINGFIELD, 'OR 97477 GENERAL NOTES AND SYMBOLS 90017200 3 7 T-2 CONSTRUCTION 3 01/21/19 UPDATED PER NEW RFOS 2 05/23/17 ISSUED FOR CONSTRUCTION 1 05/11/17 ISSUED FOR CONSTRUCTION 0 04/25/17 ISSUED FOR CONSTRUCTION 8 04/13/17 ISSUED FOR REVIEW A 03/09/17 ISSUED FOR REVIEW No. Data • w Revision • • • • • • • • • • • ... ver izo� ImplementgN.io TBam: •••• • of I• • Land ' . Selrvices r' c N drt4pest THE EXISTING CONDITIONS REPRESENTED HEREIN ARE BASED ON VISUAL OBSERVATIONS AND INFORMATION PROVIDED BY OTHERS. MORRISON HERSHFIELD CORPORATION CANNOT GUARANTEE THE CORRECTNESS NOR COMPLETENESS OF THE EXISTING CONDITIONS SHOWN AND ASSUMES NO RESPONSIBILITY THEREOF. CONTRACTOR AND HIS SUB -CONTRACTORS SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS AS REQUIRED FOR PROPER EXECUTION OF PROJECT. REPORT ANY CONFLICTS OR DISCREPANCIES TO THE CONSULTANT PRIOR TO CONSTRUCTION. LEGEND BUILDINGANALUDETAIL SECTION LARGE SCALE DETAIL AC DETAIL NUMBER DETAIL NUMBER �L SHEET NUMBER SHEET NUMBER WHERE DETAILED WHERE DETAILED F REFERENCE ELEVATION DETAIL BUG DETAIL NUMBER 1 ' REFERENCED SHEET NUMBER DRAWING WHERE DETAILED FrM MORRISON HERSHFIELD 5100 SW MACADAM AVE, SUITE 500 - PORTLAND, OR 97239 Tel: 503.595.9128 w .morrisonhershfield.00m EUG RIDGECREST 4880 MAIN SF SPRINGFIELD, 'OR 97477 GENERAL NOTES AND SYMBOLS 90017200 3 7 T-2 NOTE: THIS IS NOT A SURVEY. ALL INFORMATION AND TRUE NORTH HAVE BEEN OBTAINED FROM EXISTING DRAWINGS AND JURISDICTIONAL GIS INFORMATION AND ARE APPROXIMATE. _ 99.34' _ _ _ _ _ _99.34' PARCEL II I TAX LOT: 103 MAP: 17-02-3, I I i I EXISTING J DRIVEWAY 2 1 EXISTING MONOPOLE PROPOSED VERIZON ly . WIRELESS 199 SF LEASE AREA Ij[ I' I� EXISTING }' m '---------- — f PARKING I m I I II I EXISTING ACCESS & —i UTILITY EASEMENT I! � I I PARCEL III I EXCEPTION TO PARCEL II TAX LOT: 104 MAP: 17-02-32-42 I i I I I �I �i PROPERTY LINE (TYP) 99.34'— — —99.34' PARCEL I TAX LOT: 103 MAP: 17-02-32-42 I I I 1 I 1 TAX LOT: 100 IMAP: 17-02-32-42 I I I EXISTING BUILDING, TYP I I I IN MAIN ST (HWY 126) 24'x36' SCALE 1• a 3D'-0• 1,•x17• SCALE ,• = 80'-0- EXISTING ADJACENT PROPERTY LINE (TYP) TAX LOT: 105 MAP: 17-02-32-42 N ATTENTION: Oregon law requires yo 0 follow rules adopted by the Oregon U qty Notification Center. Those rules are set orth in OAR 952-001-0010 through OAR 952-001- 0090. You may obtain copies of the rules by calling the center. (Note: the telephone number for the Oregon Utility Notification Center is 1-800-332-2344). •�. "C', E F tl s,?' THIS PERMIT SHALL EXPIRE IF THE WORK AUTHORIZED UNDER THIS PERMIT IS NOT •- COI1,IMENCED OR IS ABANDONED FOR ANY 180 DAY PERIOD. ;•• Do NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WIIHOLR PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. . OREGON_ n' GSR 4,°j. �' ,E�i• <,q�CE GOO . . . . ..... . �v,lie iza, I a ••• DATE RECEIVED JOB NO. `� ' S l/� 0 ZONE OCCUPANCY GROUP 00 • UNIT OCCUPANCY LOAD STORIES TYPE CONSTRUCTION As LEGAL DESCRIPTION 2• ?j2 • 2 •(Z' V� ADDRESSN S OWNER , THE CONTENTS HERE ON HAVE BEEN REVIEWED, WITH ALTERATIONS NOTED ON THE PLANS OR BY ATTACHMENT, PM CHANGES OR ALTERATIONS MADE TO THE APPROVED DRAWINGS OR PROJECT AFTER THE DATE BELOW SHALL BE APPROVED BY THE BUILDING OFFICIAL. CITY OF SPRINGFIELD, OREGON APPROVED BY DATE Land • Setvices Niol.lsthvo 1p'ri MORRISON HERSHFIELD 5100 SW MACADAM AVE, SUITE 500 PORTLAND, OR 97239 Tel: 503.595.9128 W W W.manisonhershTeld.win Info: EUG RIDGECREST 4880 MAIN ST SPRINGFIELD, OR 97477 Title: SITE PLAN 0 Project Number. Start Date: 190017200 02/13/17 O- ® Drafter. Designer. Q LW RB S Project Manager. Professional of Re SS LC Know what's below. Revision No: Sheet No: Call before you dig. 3 A-1 SITE PLAN 11 CONSTRUCTION 3 01/21/19 UPDATED PER NEW RFDS 2 05/23/17 ISSUED FOR CONSTRUCTION 1 05/11/17 ISSUED FOR CONSTRUCTION 0 04/25/17 ISSUED FOR CONSTRUCTION B 04/13/17 ISSUED FOR REVIEW A 03/09/17 ISSUED FOR REVIEW No. Date • n ,)tevlslon . . . . ..... . �v,lie iza, I a ••• DATE RECEIVED JOB NO. `� ' S l/� 0 ZONE OCCUPANCY GROUP 00 • UNIT OCCUPANCY LOAD STORIES TYPE CONSTRUCTION As LEGAL DESCRIPTION 2• ?j2 • 2 •(Z' V� ADDRESSN S OWNER , THE CONTENTS HERE ON HAVE BEEN REVIEWED, WITH ALTERATIONS NOTED ON THE PLANS OR BY ATTACHMENT, PM CHANGES OR ALTERATIONS MADE TO THE APPROVED DRAWINGS OR PROJECT AFTER THE DATE BELOW SHALL BE APPROVED BY THE BUILDING OFFICIAL. CITY OF SPRINGFIELD, OREGON APPROVED BY DATE Land • Setvices Niol.lsthvo 1p'ri MORRISON HERSHFIELD 5100 SW MACADAM AVE, SUITE 500 PORTLAND, OR 97239 Tel: 503.595.9128 W W W.manisonhershTeld.win Info: EUG RIDGECREST 4880 MAIN ST SPRINGFIELD, OR 97477 Title: SITE PLAN 0 Project Number. Start Date: 190017200 02/13/17 O- ® Drafter. Designer. Q LW RB S Project Manager. Professional of Re SS LC Know what's below. Revision No: Sheet No: Call before you dig. 3 A-1 SITE PLAN 11 EXISTING LANDSCAPING W/ CURB J 29,_10" EXISTING FENCE -- x x x x x x x x- 00®0 w 0 0 a 0 0 -_ .0 I z 0® z � -.- x w t I i EXISTING LEAE AREA, OF OTHERS '•� + / EXISTING MONOPOLE ��J -� EXISTING UTH ITY & ACCESS MENT i EXISTING DRIVEWAY 24'X36' SCALE 3/8' = 1'-0' 11•07' SCALE. 3/16' = 1'-0' N LINK GATE LINK FENCE IN EXISTING DRIVEWAY—/ I x +-. X X O iO Til XO zl J C w EXISTING LEASE AREA, OF OTHERS CLl 0 a. XO EXISTING DRIVEWAY --- =f 77 x i - elf I ---------yy -iR - F I i0 z - O •...�\ w EXISTING BOLLARD TO BE ' IH - I II _-_IFi.;_.'i REMOVED (TYP OF 4) '� l7 EXISTING CHAIN LINK GATE _ Ai -J i � EXISTING METER I EXISTING CHAIN TO BE REMOVED LINK FENCE i _ I 10 EXISTING ICE BRIDGE of &PARTIAL H—FRAME o _ EXISTING CONCRETE f~PAD TO BE REMOVED ji I PROPOSED VERIZON WIRELESS ;JI � 199 SF LEASE AREA m� ---------yy -iR - F I i0 z -_ •...�\ w EXISTING BOLLARD TO BE - I II _-_IFi.;_.'i REMOVED (TYP OF 4) '� l7 EXISTING CHAIN LINK GATE Ai -J i 01 _- f ` i EXISTING CABINET -�11I, ; , E TO BE REMOVED EXISTING METER I TO BE REMOVED -LI 10 — EXISTING PARKING 1 �.1 j 10-0 SECTION OF • � -_ I� EXISTING CHAIN LINK FENCE FENCE TO BE REMOVED _.._I- I i :--1 =-r =� O o b -a srti mss, � C �cNCe � • ''.� EXISTING BOLLARD, TYP l , z DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AN ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREM US ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. -'u CONSTRUCTION 3 01/21/19 UPDATED PER NEW RFDS 2 05/23/17 ISSUED FOR CONSTRUCTION 1 05/11/17 ISSUED FOR CONSTRUCTION D 04/25/17 ISSUED -FOR CONSTRUCTION B 04/13/17 ISSUED FOR REVIEW A 03/09/17 JISSUED FOR REVIEW No. I Date • oI.Revision *060 •• Rent: ••••• • V rmz 000. • •••••• so li4lementatoEi cTcam: 00 Land • ••e Services • NokLivyest EXISTING COMPOUND PLAN 1 1 :E Team: rr MORRISON HERSHFIELD 5100 SW MACADAM AVE, SUITE 500 PORTLAND, OR 97239 Tel: 503.595.9128 ww W.rrorrisonhershfleld.wrn EUG RIDGECREST 4680 MAIN ST SPRINGFIELD, OR 97477 Drawing Title: - EXISTING COMPOUND Project Number. Start Date: 190017200 02/1317 Drafter. Designer. LW RB Project Manager. Professional of Record: SS LC 3 A-1.1 >, I f - EXISTING DRIVEWAY— ' EXISTING LANDSCAPING W/ CURB J M1 I f 29'-10- EXISRING FENCE PROPOSED VERIZON WIRELESS 3 SIDED PLATFORM MOUNT W/ REINFORCEMENT & HANDRAIL KR EXISTING LEASE AREA, OF OTHERS --_� — 9 f (APPROXIMATE) PROPOSED VERIZON WIRELESS PANEL ANTENNA (TYP OF 6, 2 PER SECTOR) 1 PROPOSED VERIZON WIRELESS I RRU MOUNTED BEHIND ANTENNA (TYP OF 6, 2 PER SECTOR) O O X X �"X� X X iX— / PROPOSED VERIZON WIRELESS' 7S RAYCAP SPUTTER/SURGE SUPPRESSOR (OVP12) MOUNTED ON PIPE TO PIPE MOUNT (7YP OF 1) ZI X EXISTING LEASE AREA, OF OTHERS JI wl a i � x or CONCRETE r 41 10 EXISTING MONOPOLE x x it m k II a._o. (APPROXIMATE) EXISTING UTILITY & ACCESS EASEMENT O PROPOSED BOLLARDS (TYP OF 3)J EXISTING DRIVEWAY - PROPOSED W-0- CHAIN LINK FENCE W/ BARBED WIRE O _ EXISTING ICE BRIDGE & PARTIAL H -FRAME 10 z � �i e_111�i1 "- PROPOSED VERIZON WIRELESS HOFFMAN BOX MOUNTED ON BACK OF EXISTING H -FRAME JI J I L ✓:�"f I PROPOSED 10--0- ROLLER GATE I�I _ PROPOSED VERIZON WIRELESS METER "r fEXISTING I MOUNTED ON BACK OF EXISTING H -FRAME GRAVEL I---..� O ---PROPOSED VERIZON WIRELESS SITE TECH --r-!j CABINET MOUNTED ON EXISTING H -FRAME I 1 IF _{ - --- PROPOSED VERIZON WIRELESS ILC W/ GEN (� A PLUG MOUNTED ON BACK OF EXISTING H -FRAME I I PROPOSED VERIZON� EXISTING H -FRAME WIRELESS .LEASE- I AREA (199 SF) 0 EXISTING BOLLARD, TYP cq �2• EXISTING CHAIN LINK FENCE � mss. e � \ I PROPOSED VERIZON WIRELESS GPS ANTENNA MOUNTED ON EXISTING ICE BRIDGE POST 0 M I DO NOT SC/LE DRAWINGS. CONTRACTOR MUST VERIFY ALL .DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHAM BE IMPLEMENTED WfTHDUF PRIOR WRfTTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN ITHE PROPERTY OF MORRL90N N HERSHFIEID CORPORATION. NEITHER MORRISON HERSHFIETD NOR THE ARCHRECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. PR'fld��iS 31504PF CONSTRUCTION 3 01/21/19 UPDATED PER NEW RFDS 2 05/23/17 ISSUED FOR CONSTRUCTION 1 05/11/17 ISSUED FOR CONSTRUCTION 0 04/25/17 ISSUED FOR CONSTRUCTION B 04/13/17 ISSUED FOR REVIEW A 03/09/17 ISSUED FOR REVIEW No. Dote • dRevieion see* •• Qjient ••••• e • e •ver p�� • • ...... ••• • • n ImplementotDD dom: ••..i.. Land 006 a .. • • .' Services IL No,tiwast • • e 1p 0 MORRISON HERSHFIELD 5100 SW MACADAM AVE, SUITE 500 PORTLAND, OR 97239 Tel: 503.595.9128 ww W.mordwrihershfield.00m EUG RIDGECREST 4680 MAIN ST SPRINGFIELD, OR 97477 PROPOSED COMPOUND PN 90017200 102/13/17 Of --SCALE -- - - 3 I A-1.2 24-x36- SCALE: 3/6' >a ,'-O- PROPOSED COMPOUND PLAN 1 11-x17- 3/16- = 1'-0 ' 2r I 0° 2' X 1 R 0 WIRELESSD VERIZON '-0 x44'D' CONCRETE AD MOUNTED EQUIPMENT CABINETS (TYP OF 3). REFER j 10 TO NSTD723/OTHR723 DESIGN CRITERIA _IItltf -TIIIIIIi OPOSED RVP 2SPLTTER/SUGE k SUPPRESSORIZON O) MOUNTED INSIDE CABINET (TYP OF 1) 10 z � �i e_111�i1 "- PROPOSED VERIZON WIRELESS HOFFMAN BOX MOUNTED ON BACK OF EXISTING H -FRAME JI J I L ✓:�"f I PROPOSED 10--0- ROLLER GATE I�I _ PROPOSED VERIZON WIRELESS METER "r fEXISTING I MOUNTED ON BACK OF EXISTING H -FRAME GRAVEL I---..� O ---PROPOSED VERIZON WIRELESS SITE TECH --r-!j CABINET MOUNTED ON EXISTING H -FRAME I 1 IF _{ - --- PROPOSED VERIZON WIRELESS ILC W/ GEN (� A PLUG MOUNTED ON BACK OF EXISTING H -FRAME I I PROPOSED VERIZON� EXISTING H -FRAME WIRELESS .LEASE- I AREA (199 SF) 0 EXISTING BOLLARD, TYP cq �2• EXISTING CHAIN LINK FENCE � mss. e � \ I PROPOSED VERIZON WIRELESS GPS ANTENNA MOUNTED ON EXISTING ICE BRIDGE POST 0 M I DO NOT SC/LE DRAWINGS. CONTRACTOR MUST VERIFY ALL .DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHAM BE IMPLEMENTED WfTHDUF PRIOR WRfTTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN ITHE PROPERTY OF MORRL90N N HERSHFIEID CORPORATION. NEITHER MORRISON HERSHFIETD NOR THE ARCHRECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. PR'fld��iS 31504PF CONSTRUCTION 3 01/21/19 UPDATED PER NEW RFDS 2 05/23/17 ISSUED FOR CONSTRUCTION 1 05/11/17 ISSUED FOR CONSTRUCTION 0 04/25/17 ISSUED FOR CONSTRUCTION B 04/13/17 ISSUED FOR REVIEW A 03/09/17 ISSUED FOR REVIEW No. Dote • dRevieion see* •• Qjient ••••• e • e •ver p�� • • ...... ••• • • n ImplementotDD dom: ••..i.. Land 006 a .. • • .' Services IL No,tiwast • • e 1p 0 MORRISON HERSHFIELD 5100 SW MACADAM AVE, SUITE 500 PORTLAND, OR 97239 Tel: 503.595.9128 ww W.mordwrihershfield.00m EUG RIDGECREST 4680 MAIN ST SPRINGFIELD, OR 97477 PROPOSED COMPOUND PN 90017200 102/13/17 Of --SCALE -- - - 3 I A-1.2 24-x36- SCALE: 3/6' >a ,'-O- PROPOSED COMPOUND PLAN 1 11-x17- 3/16- = 1'-0 ' 2r I 0° 2' NOTE: 1. NO WORK SHALL COMMENCE WITHOUT THE APPROVED TOWER STRUCTURAL ANALYSIS REPORT SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER UNDER SEPARATE COVER. ANTENNA MOUNT DESIGN BY MANUFACTURER. 2. REFER TO ENGINEERED DRAWINGS FOR DESIGN/ENGINEERING OF MONOPOLE AND ITS FOUNDATION BY TOWER MANUFACTURER. 3. CABLES TO RUN ON EXTERIOR OF TOWER PER STRUCTURAL REVIEW. 4. NEW ANTENNA MOUNTS SHALL COMPLY WITH NSTD-445 STANDARDS AS REQUIRED BY VERIZON. NOTE: FAA APPROVED HEIGHT; 130' CRANE MUST NOT EXCEED THIS HEIGHT W/O FAA APPROVAL DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIElD CORPORATION. NEITHER MORRL90N HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REAEW OF THIS PROJECT. 0 P R p;- r, .J 504P.111 yn(y r TOP OF EXISTING MONOPOLE TOP OF EXISTING MONOPOLE INV, 20-0120 -0OCENTER OF EXISTING AN-ENSAS RAD CENTER OF EXISTING ANTENNAS EXISTING PANEL 120EXISTING PANEL ANTENNAS ANTENNAS TO REMAINEXISTING PANEL ANTENNAS & MOUNT EXISTING PANEL ANTENNAS & MOUNT TO REMAIN RAO CENTER OF EXISTING ANTENNAS RAD CENTER OF EXISTING ANTENNAS 105 -D 105 -0 PROPOSED VERIZON WIRELESS PANEL TOP OF PROPOSED VERIZON ANTENNA (TYP OF 6, 2 PER SECTOR) hWIRELESS PANEL ANTENNAS CONSTRUCTION 99 -0 AGL PROPOSED VERIZON WIRELESS RRU -- 4449 MOUNTED BEHIND ANTENNA 3 01/21/19 UPDATED PER NEW REDS RAD CENTER OF PROPOSED VERIZON (TYP OF 3, 1 PER SECTOR) _ EXISTING PANEL ANTENNAS OE° AGL�0. ANIENNAi ,j�� & MOUNT TO BE REMOVED 2 005/23/17 ISSUED FOR CONSTRUCTION RAD CENTER OF EXISTING ANTENNAS I j '3 -0 I I I I 1 05/11/17 ISSUED FOR CONSTRUCTION PROPOSED VERIZON WIRELESS u u0 04/25/17 ISSUED FOR CONSTRUCTION •- PROPOSED VERIZON WIRELESS RRU RAYCAP SPUTTER/SURGE 8643 MOUNTED BEHIND ANTENNA SUPPRESSOR (OVP12) MOUNTED B 04/13/17 ISSUED FOR REVIEW (TYP OF 3, 1 PER SECTOR) ON PIPE TO PIPE MOUNT (TYP OF 1) A 03/09/17 ISSUED FOR REVIEW PROPOSED VERIZON WIRELESS 3 SIDED-� No. Date • �4eviaion PLATFORM MOUNT W/ REINFORCEMENT • , & HANDRAIL SR •• Gient: EPRO) • • • ■ •••i• RMOP-496-HK [OR APPROVED EQUAL]) • • • • • • • • • • i Vel'mon v" EXISTING MONOPOLE • • • • • • • • • • Implementat>.Do c;eim: •••;;• Lard o PROPOSED VERIZON WIRELESS i 1) HYBRID CABLE ROUTED••Services WITHIN MONOPOLE jNort�y�est • it I. I A&E Team: i 1Bn MORRISON HERSHFIELD 1 5100 SW MACADAM AVE, SUITE 500 PROPOSED VERIZON WIRELESS RAYCAP - PORTLAND, OR 97239 SPUTTER/SURGE SUPPRESSOR (OVP12) !! j www.mor T.1:503.595.9128 3.59rshfiId.com MOUNTED INSIDE CABINET (TYP OF 1) PROPOSED VERIZON WIRELESS 'idProject Info: 11'-0'x4'-0' CONCRETE PAD MOUNTED (? PROPOSED VERIZON WIRELESS EUG EQUIPMENT CABINETS (TYP OF 3) '' : HOFFMAN BOX MOUNTED ON BACK OF EXISTING H -FRAME EXISTING ICE BRIDGE & PARTIAL H -FRAME RIDGECREST 4880 MAIN ST SPRINGFIELD, OR 97477 PROPOSED VERIZON WIRELESS METER r MOUNTED ON BACK OF EXISTING H -FRAME Drawing Title: PROPOSED VERRON WIRELESS EXISTING ICE BRIDGE & PARTIAL H -FRAME ILC W/ GEN PLUG MOUNTED ON ji BACK OF EXISTING H -FRAME EXISTING CABINET TO BE REMOVED PROPOSED VERIZON WIRELESS SITE TECH EXISTING METER TO BE REMOVED PROPOSED CABINET MOUNTED ON EXISTING H -FRAME ELEVATION I LC V /'1 I CV / A T I O IA I T" i' -T—• - __ _ .,�- EXISTING CHAIN LINK FENCE _ _: _I _ If I _ :EXISTING CHAIN LINK FENCE I V f1 EXISTING BOLLARD, TYP EXISTING BOLLARD, TYP Project Number. Start Date: EXISTING GRADE Ilf:�` ".7,�i.»,..3 �J I EX ISTING GRADE —_ _ _ I 190017200 02/13/17 0 -0 AGL ASSUMED 0 -0 AGL ASSUMED _ 24'x36- SCALE 1/8' = 1'-0' 11'x17' SCALE: 1/16' 1'-D' 8 fi 4 NP 0 8' PROPOSED BOLLARDS (TYP OF 3) 11'1' S1/6PROPOSED ELEVATION 12 x7r . 1 EXISTING CHAIN LINK FENCE EXISTING ELEVATION 1 1 3 I A-2 00 NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK NOTE: INSTALL SURGE SUPPRESSOR PER [NEWOTE: RREPLACEMENT ANTENNA SHALLOMPLYWITHNSTD-445 SHOWN SHALL BE IMPLETAENIED WTIHOUT PRIOR WRrrrER APPRDVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. AL_ DRAWINGS ANO MANUFACTURER INSTRUCTIONS TANDARDS AS REQUIRED BY VERIZON. SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIEID CORPORATION. NEEDIER MORRISON HERSHFIELD ADDITIONAL 2-3/8" O.D. MOUNTING NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION RENEW OF THIS PROJECT PIPE W/ 1/2.0 U -BOLTS (AS REQ'D) V, _ SPLATE (TYP EE DETAIL OF 2), SEE D.D. MOUNTING PIPE VALMONT LED LO -PROFILE PLATFORM IPM RMQP-496-HK OR APPROVED EQUAL) KR INCLUDES RING MOUNT, (3) SUPPORT T5 t ts',L opt" �G V i -� (� _ .1 / O' 1/2"0 U -BOLT ARMS, GRATING, (12) 2-3/8"x96• ANTENNA MOUNTING PIPES AND ALL HARDWARE. PLATFORM SHALL BE COMB -RATED. PLATFORM DESIGN BY MANUFACTURER ij 1-504 Y" ll \�—� (TYP OF 2 PER MOUNTING PIPE) X1/2"0 THREADED �y" Y 09ECON ROD (TYP OF 4) V. l�v 43' STANDOFF ARM ,.t L` NCE Go PLAN ADDITIONAL 2-3/8" O.D. MOUNTING PIPE W/ 1/2.0 U -BOLTS (AS REQ'D) s"x1z"x3/a" cALv r� CONSTRUCTION FLAT PLATE I 1/2"0 U -BOLT �- 3 01/21/19 UPDATED PER NEW REDS - - (TYP OF 2 PER 2 05/23/17 ISSUED FOR CONSTRUCTION TYP 1/4" 0 'T - MOUNTING PIPE) _ �' 0 o STANDOFF ARM Yom- 1 05/11/17 ISSUED FOR CONSTRUCTION I � - 0 04/25/17 ISSUED FOR CONSTRUCTION 0 PLATE (TYP OF ; I 2), SEE DETAIL r � B 04/13/17 ISSUED FOR REVIEW. 1-1/2"x6"x3/8" GALV FLAT PLATE i - A 03/09/17 ISSUED FOR REVIEW - _ 1/2'0 THREADED No. Date • c c,4evieion Sees* 9/16"0 HOLE FOR ROD (TYP OF 4) ® - _ 1/2"0 BOLT (TYP OF I - "- - • • Client 8); VERIFY MOUNTING - - - • • • • PIPE DIAMETER PRIOR - - - - • • • • • • • • • TO DRILLING HOLES 0 I 2-3/8" O.D. MOUNTING PIPE • • • • • • • • � • • verizo nva PLATE DETAIL ELEVATION • • • •••e•• Implemerltat:aR Q6nm: 11:07: Ste` NOT TO S� NOT USED 6 ;;:;;;: SCCA E N� Sr SURGE SUPPRESSOR MOUNT 5 ;;:;;;: sG N� SD PLATFORM ANTENNA MOUNT DETAIL Q40m�: ••e••e Lard • 0009 . •••••• e MANUFACTURER: RAYCAP • • • , SePvices MODEL: RVZDC-6627-PF-48 HEIGHT: 29.5" Noeth est - • WIDTH: 16.5" DEPTH: 12.6" a WEIGHT: 32 LBS A&E Team: NOTE: MIA CONTRACTOR TO PROVIDE U -BOLT FOR PIPE MOUNTING MORRISON HERSHFIELD 5100 SW MACADAM AVE, SUITE 500 PORTLAND, OR 97239 Tel: 503.595-9128 GPS ANTENNA GPS ANTENNA v+ww.morrisonhershfield.00m PLAN VIEW Project Info: .,� EUG . 16.5 RIDGECREST 4680 AWN ST SPRINGFIELD, OR 97477 VALMONT UNIVERSAL PIPE VALMONT UNIVERSAL PIPE ADAPTER KIT 81534 ADAPTER KR 81534_ ... Drawing Title- - POST •POST CONSTRUCTION DETAILS f � FRONT Project Number. Stalk Date: 190017200 02/13/17 Drafter. Designer. LW RB s•, �Al Project Manager. Professional of Record: SS LC Revision No: Sheet No: FRONT VIEW SIDE VIEW 3 A-3 24'x36' NOT To SCALE NOT USED 3 ;;;;;: N�SCALE GPS ANTENNA MOUNT DETAIL 2 ;;•;6: NOTSCALE RAYCAP SPLITTER/SURGE SUPPRESSOR DETAIL 1 11"x17• SCALE: NOT TO SCALE • w PROJECT BATTERY SYSTEM DATA THERMAL RUNAWAY PROCEDURE POSTING ATTACHMENT A TO THERMAL RUNAWAY PROCEDURE HANDLING OVERHEATING BATTERIES OR THERMAL RUNAWAY IN VERIZON WIRELESS (A COPY OF THIS PAGE SHALL BE LAMINATED OR PLACE IN A PLASTIC PROTECTOR AND POSTED IN ALL BATTERY AREA. IF YOU ENCOUNTER BATTERIES TOO HOT TO TOUCH OR THAT MAKE HISSING OR WHISTLING NOISES FROM THEIR VENTS: • THERE IS A FIRE OR SMOKE Dd NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WTHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATKIN. NEITHER MORRISON HERSHFIELD NOR THE ARCH= WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. NO. OF BATTERIES 20 MAXIMUM (16 PROPOSED) PER CABINET BATTERY MANUFACTURER • IF THE FIRE ALARMS ARE GOING • IF THERE IS A STRONG ROTTEN EGG A (HYDROGEN SULFIDE) ODOR PRO PROFS MARATHON M12V 155FT DIMENSIONS 22"Dx11.15"Hx4.9"W C 119 LBS PER BATTERY/UNIT NO OF CELLS IMPORTANT: )NP ELECTROLYTE WEIGHT PER ELECTROLYTE VOLUME PER TAKE NO ACTION THAT COULD PRODUCE A SPARK AND IGNITE AIRBORNE HYDROGEN GLBS) N/A IF YOU ENCOUNTER BATTERIES TOO HOT TO TOUCH BUT THERE IS NO SMOKE AND R IS A SAFE TO REMAIN IN FACILITY:; ' 7 1'C TOTAL (GAL) 1 1.35 V r 23.8 2.17 86.8 • CALL FOR HELP BATTERY REPLACEMENT NOTE: SHELF MOUNTED WITHIN CSA/UL, TYPE 3R RATED, SELF-CONTAINED ENCLOSURE CABINET • INCREASE VENTILATION IN BATTERY AREA CONTROLS. CABINETS ARE FITTED WITH THERMAL RUN AWAY SENSORS THAT CUT OFF BATTERY CHARGE IF CELL TEMPERATURE EXCEEDS MANUFACTURES SAFE • REDUCE CHARGE CURRENT EITHER BY TURNING OFF ENOUGH RECTIFIERS SO THAT THE LOAD BARELY IS COVERED OR RECOMMENDED CHARGING TEMPERATURES. NEUTRALIZATION N/A N/A (608 2) BY LOWERING THE FLOAT VOLTAGE COMMENTS: NEUTRALIZATION PILLOWS OR SOCKS AS MANUFACTURED FOR SUCH PURPOSES SHALL BE EMPLOYED & PLACED AT THE INTERIOR BASE OR PERIMETER OF ENCLOSURE AS PER NEUTRALIZATION DEVICE MANUFACTURERS RECOMMENDATION. INCREASE IT �RE�7QiW�� N/A f (609.6.1. 608.6.2) N/A • IFTHE IS A SPILL OR OTHER HAZARDOUS SITUATION CALL THE ENVIRONMENTAL HOTLINE AT 1-800-488-7900 OF NOT LESS THAN 1 CUBIC FOOT PER MINUTE PER SQUARE FOOT (1FT/MIN/FT2) SIGNAGE N/A N/A DO NOT OVER -REACT TO BATTERY EMERGENCIES. BURNING BATTERIES RELEASE POTENTIALLY LETHAL CONCENTRATIONS OF t�'Y COMMENTS: CODE SPECIFIED BATTERY'CABINET SAFETY SIGNAGE, HAZARDOUS MATERIALS SIGNAGE (4 DIAMOND) & THERMAL RUNAWAY PROCEDURE SIGNAGE SHALL ALL BE CLEARLY TOXIC GASSES OR OTHER CHEMICALS AND SHOULD BE HANDLED BY TRAINED FIRST RESPONDERS (FIRE DEPARTMENT) WITH A,C I�Q� N/A COMMENTS: BATTERY STORAGE ENCLOSURE CABINETS & ANCHORAGE ARE DESIGNED TO APPROPRIATE PROTECTIVE CLOTHING AND SELF CONTAINED BREATHING APPARATUS (SCBA) SMOKE DETECTION BATTERY REQUIREMENTS PROJECT BATTERY SYSTEM DATA BATTERY TYPE VALVE REGULATED LEAD ACID (VRLA) NO. OF BATTERIES 20 MAXIMUM (16 PROPOSED) PER CABINET BATTERY MANUFACTURER EXIDE TECHNOLOGIES OR APPROVED EQUAL MODEL NUMBER MARATHON M12V 155FT DIMENSIONS 22"Dx11.15"Hx4.9"W WEIGHT 119 LBS PER BATTERY/UNIT NO OF CELLS S�ET PER ELECTROLYTE WEIGHT PER ELECTROLYTE VOLUME PER ELECTROLYTE VOLUME PER UNIT GLBS) N/A CELL (LBS) CELL (GAL) TOTAL (GAL) 1 1.35 81.0 23.8 2.17 86.8 COMMSCOPE THERMAL RUNAWAY MONITOR INCLUDING PARTS LIST: BATTERY REPLACEMENT NOTE: SHELF MOUNTED WITHIN CSA/UL, TYPE 3R RATED, SELF-CONTAINED ENCLOSURE CABINET WITH ENVIRONMENTAL CONTROLS. CABINETS ARE FITTED WITH THERMAL RUN AWAY SENSORS THAT CUT OFF BATTERY CHARGE IF CELL TEMPERATURE EXCEEDS MANUFACTURES SAFE INSTALLED AT THE BOTTOM OF THE ENCLOSURE TO SUIT THE JURISDICTIONAL CODE RECOMMENDED CHARGING TEMPERATURES. BATTERY REQUIREMENTS NON-RECOMBANT BATTERIES RECOMBANT BATTERIES FLOODED LEAD ACID FLOODED NICK -CAD VALVE REGULATED LEAD ACID. (NBCA) LITHIUM -ION REQUIREMENT'S BATTERIES (NICAD) BATTERIES BATTERIES BATTERIES SAFETY CAPS N/A N/A (606.2 2) N/A COMMENTS: PER MANUFACTURER, THE MISENDURE II PRODUCT ATL -35 UTILIZES A COMBINATION FLAME ARRESTOR/VENT CAP. THERMALRUNAWAYN/A N/A YES N/A (606.3) — COMMENTS: BATTERY IS MORE RESILIENT AS A RESULT OF THE LOW SPECIFIC GRAVITY DESIGN. HOWEVER, DC POWER PLANT IS WILL BE FITTED WITH THERMAL RUNAWAY PROTECTION CUTTING OFF CHARGE WHEN SAFE CHARGING TEMPERATURE IS EXCEEDED. THERMAL RUNAWAY PROCEDURE ACTION SIGNAGE SHALL BE POSTED FOR EASY ACCESS IN ALL BATTERY AREAS. COMMSCOPE THERMAL RUNAWAY MONITOR INCLUDING PARTS LIST: - (1) OSS73A BATTERY PROBE TO CONTROLLER, 2OFT (GE JCC109157434) - (1) PROBE INTERCONNECT CABLE, 1OFT (GE #CC84BB22321) - (2) OS873A THERMAL PROBE (GE $CC109142980) SPILL CONTROL N/A 1 N/A (N/ESA) N/A COMMENTS: SPILL CONTROL NOT REQUIRED BY IFC FOR THIS TYPE OF BATTERY. ALL BATTERY ENCLOSURE CABINETS SHALL BE EQUIPPED WITH A LIQUID TIGHT INTERIOR TRAY LINER INSTALLED AT THE BOTTOM OF THE ENCLOSURE TO SUIT THE JURISDICTIONAL CODE REQUIREMENTS. NEUTRALIZATION N/A N/A (608 2) N/A COMMENTS: NEUTRALIZATION PILLOWS OR SOCKS AS MANUFACTURED FOR SUCH PURPOSES SHALL BE EMPLOYED & PLACED AT THE INTERIOR BASE OR PERIMETER OF ENCLOSURE AS PER NEUTRALIZATION DEVICE MANUFACTURERS RECOMMENDATION. VENTILATION N/A N/A f (609.6.1. 608.6.2) N/A COMMENTS: CABINET SFW1 HAVE CONTINUOUS VENTILATION SHALL BE PROVIDED AT A RATE OF NOT LESS THAN 1 CUBIC FOOT PER MINUTE PER SQUARE FOOT (1FT/MIN/FT2) SIGNAGE N/A N/A (6�) N/A COMMENTS: CODE SPECIFIED BATTERY'CABINET SAFETY SIGNAGE, HAZARDOUS MATERIALS SIGNAGE (4 DIAMOND) & THERMAL RUNAWAY PROCEDURE SIGNAGE SHALL ALL BE CLEARLY POSTED IN ALL BATTERY AREAS SEISMIC PROTECTION N/A N/A YES (608.8) N/A COMMENTS: BATTERY STORAGE ENCLOSURE CABINETS & ANCHORAGE ARE DESIGNED TO EXCEED ALL IBC CODE REQUIRED SEISMIC FORCES FOR SITE SPECIFIC INSTALLATIONS. SMOKE DETECTION N/A N/A (608 9) N/A COMMENTS: N/A OUTDOOR APPLICATION NOTES: CODE REFERENCES ARE TO 2014 INTERNATIONAL FIRE CODE FOR STATIONARY STORAGE BATTERY SYSTEMS. CONSTRUCTION 3 01/21/19 UPDATED PER NEW RFDS 2 05/23/17 ISSUED FOR CONSTRUCTION 1 05/11/17 ISSUED FOR CONSTRUCTION 0 04/25/17 ISSUED FOR CONSTRUCTION 24"x38" SCALE NOT TO SCALE NOT USED 4 THERMAL RUNAWAY PROCEDURE 3 B 04/13/17 ISSUED FOR REVIEW 11'x17" SCALE: NOT TO SCALE A 03/09/17 ISSUED FOR REVIEW A N GE • — TIE WIRE TO FENCE ACAs UTI V[j N ` • 0 No.I Date e a _Revision V—c •0760• a LIDS IN CASE OF EMERGENCY CALL: PROTECTIVE _ �e SIGN TO BE RED IN F COLOR WIN TEXT & vera ozo� BORDER IN WHITE TIE WIRE TO FENCE 1-800-264-6620 a a<8> FCC Registration #: Corrosive :000 SIGN TO BE WHITE IN SIGN NAME SIGN W/ RED TEXT ANGE material. 1ITplemenrtoVCiCTCam: TB LIQUIDS Avoid contact with SITE# TBD WEAR eyes and skin. PRI Land OTEA CTIA , STATE: TBD o FCC SIGN DETAIL TBD TO BE DETERMINED CORROSIVE LIQUIDS CORROSIVE MATERIAL Services PRIOR TO SIGNS BEING MADE Nor#;iwest SWITCH: TBD ,7 FCC CALL SIGN # TBD A&E Team: 0 0 Authorized GENERAL SIGN DETAIL Teo To BE DETERMINED Mg A' PRIOR TO SIGNS BEING MADE - - - MORRISON HERSHFIELD • This rdblV aOTftr+lns tonergized battery Personnel 5100 SW MACADAM AVE, SUITE 500 sjitBlII6. PORTLAND, OR 97239 TIE WIRE TO FENCE ZVIE WIRE TO FENCE • This room irCU Ens rgized ONLY , wwvrTel: 503.595.9128 tleCtfiCBI .morrisonhershfisld.com RIII 0 0 •The bails ella a solutions ere Pro ect Info: NOTICE eorrasiveugtLlas. _ ,-_ __ EUG HOCAUTION BATTERY SIGN AUTHORIZEL PERSONNEL RIDGECREST 4680 MAIN ST SPRINGFIELD, OR 97477 1. SIGNS &PLACEMENT A. LOW LEVEL (BLUE) WARNING SIGNS — PLACE AT SITE ENTRY/ACCESS POINTS ONLY: Drawing Title: v v 1. ROOF TOPS: PLACE SIGNS ON THE INSIDE OF ROOF HATCH; PLACE ON ACCESS DOOR UNLESS DOOR IS USED BY GENERAL PUBLIC OR BUILDING TENANTS REGULARLY FOR ACCESS — IN THESE CASES CONSULT CONSTRUCTION MANAGER (CM) OR QUALITY CONTROL (QC) SUPERVISOR. 2. WATER TANKS: PLACE SIGNS ON COMPOUND GATE. VIOLATORS I3.G LEVEL (R OWNED SITES: PLACE ONE SIGN ON SITE GATE. CONSTRUCTION B. HIGH LEVEL (RED) WARNING SIGNS —PLACE AT ALL ANTENNA SECTORS WHERE ACCESS 81' THE DETAILS GENERAL PUBLIC TO THE ANTENNAS IS POSSIBLE: 1. ALL SIGNS WILL BE SECURED WITH EITHER STAINLESS STEEL ZIP TIES OR STAINLESS TECH - WILL B E Beyond this point you are entering an SCREWS. area where RF Emissions may exceed 2. CONSTRUCTION COORDINATOR (CC) PARTICIPATION IN SIGN LOCATION. the FCC General Population Exposure Project Number. Start Date: PROSECUTED Limits A. CM WILL MEET WITH ALL CC'S TO OUTLINE CRITERIA FOR SIGN PLACEMENT; EMPHASIS WILL BE ON 'GRAY AREA' SITES, WHERE SIGN PLACEMENT IS PARTICULARLY CHALLENGING — WE WILL GIVE CC'S 190017200 02/13/17 Follow all posted signs and site guidelines for AS MUCH GUIDANCE ON SPECIFIC SITUATIONS AS WE CAN FORESEE. BUT CC'S WILL BE ENCOURAGED Drafter. Designer. 0 0 o Ing in an RFenvimnment G TO PARTNER CM OR OC IN DECIDING PLACEMENT OF DIFFICULT SITES. A JOINT SITE VISIT MAY BE REQUIRED TO FULFILL REQUIREMENTS. LW RB ""1u, B. CC WILL CALL OUT SIGN LOCATION(S) AT THE A&E WALK FOR EACH SITE AS THOSE OCCUR. Project Manager. Professional of Record: TRESPASSING SIGN DETAIL RF SIGN DETAIL C. ON SITES WITH EXISTING A&E BUT NOT YET CONSTRUCTED, CC WILL BE ASKED TO PROVIDE (WITHIN SS LC A REASONABLE TIME FRAME TBD) A DETAIL FOR SIGN PLACEMENT THAT WILL BE SLIP—SHEETED INTO EXISTING SETS. Revision No: Sheet No: 3. SIGNAGE SHALL NOT EXCEED 3 S IN AREA A-4 24"x36" SCALE: NOT TO SCALE BATTERY INFORMATION 2 11"x17: s� NOT To S� STANDARD SIGNAGE DETAILS 1 11"x17' SCALE NOT TO SCALE 3" OF #57 STONE 6 MIL WEED BARRIER -MIRAFI FABRIC 4" OF 1/4" MINUS CRUSHED ROCK UNDER LAYER 18" z GRADE M1 EDGE OF CRUSHED-' ROCK SURFACE 6" ENGINEERED FILL COMPACTED TO 95% DENSITY UNDISTURBED SOIL �CENTERLINE OF FENCE 24'x38' SCALE: NOT TO SCALE CRUSHED ROCK SURFACE DETAIL 4 ;;�,;;• SCALE NOT TO SCALE " SCALE NOT TO SCALE 11x17' SCALE: NOT TO SCALE NOT USED 3 r FIBER OPTIC CABLE, OD = 7MM AVIAN RESISTANT CABLE CONDUCTORS. , JACKET (PVC) FLAME RESISTANT NON COPPER TAPE LAYER HYGROSCOPIC FILLERS lab ALARMING WIRE > GROUND WIRE/DRAIN WIRE 2X RIP CORD GENERAL SPECIFICATION ASSEMBLY CABLE HEAD 12x LC UNIB00T (SIDE A & B) CONNECTORS FIBER POWER BLUNT CUT (LOW INDUCTION DESIGN) CABLE DESIGN FIND TABLE BELOW JACKET MATERIAL HEAT, MOISTURE, & SUNLIGHT RESISTANT POLYVINYL CHLORIDE (PVC) JACKET TEMPERATURE RANGE —407 TO +158'F (-40'C TO +75"C) OPERATING VOLTAGE 48VDC RATED VOLTAGE D.SW11W (1.2W) CABLE SHIELDING COPPER FOIL > 100% COVERAGE FIBER OPTIC 7 mm LOOSE—TUBE CABLE WITH UP TO 24 FIBERS SINGLE MODE FLAME RETARDANT JEC 60332-1-2:2004 UV RESISTANT IYES, ACCORDING IEC 68-2-5 UL APPROVED [YES CROSS SECTION 6 AWG AMOUNT OF FO—FIBERS !24 FIBERS OUTER DIAMETER OF CABLE 101.47' (037.4mm) MINIMUM BEND RADIUS DURING INSTALLATION 1.29.45" (748 mm) FIXED INSTALLATION 22.1" (561 mm) WITH DRUM 9.84" (250 mm) CABLE WEIGHT. —1.699lbs/it (2.529 kg/m) 24•x38• SCALE NOT TO SCALE 11•x17• SCALE NOT TO SCALE KEYNOTES (INSTALL FENCING PER BUILDING CODE1: 1. GATE POSE, CORNER. TERMINAL OR PULL POST SHALL BE 2 7/8`0 SCHEDULE 40 FOR GATE WIDTHS UP THROUGH 6 FEET OR 12 FEET FOR DOUBLE SWING GATE PER ASTM-F1O83. 2. LINE POST: 2-3/8'0 SCHEDULE 40 PIPE PER ASTM -F1083. 3. GATE FRAME: 1 1/2"0 SCHEDULE 40 PIPE PER ASTM-F1o83. & ASTM F900. 4. TOP RAIL & BRACE RAIL: 1 3/8'0 SCHEDULE 40 PIPE PER ASTM-F1D83. 5. FABRIC: 2" MESH No. 9 GAGE GALVANIZED WIRE SECURELY FASTENED TO TENSION WIRE, LINEPOSr, BARS CONFORMING TO ASTM -A392, & AASHTO M 181. 6. TIE WIRE: MINIMUM 11 CA GALVANIZED STEEL INSTALL A SINGLE WRAP TIE WIRE AT POSTS AND RAILS AT MAX. 12" INTERVALS VERT & 20" HORZ. INSTALL HOG RINGS ON TENSION WIRE AT 20" INTERVALS. 7. TENSION WIRE: 7 GA GALVANIZED STEEL. S. BARBED WIRE: 3 STRANDS OF DOUBLE STRANDED 12-1/2 GAUGE TWISTED WIRE, 4 PT. BARBS SPACED ON APPROXIMATELY 5" CENTERS CONFORMING TO AASHTO M 280. 9.GATE LATCH: SEE DETAIL 10. LOCAL ORDINANCE FOR BARBED WIRE PERMIT SHALL GOVERN INSTALLATION. 11. (HEIGHT OF FABRIC) SHALL BE AS SHOWN ON THE COMPOUND PLANS. 72" MIN. - 96' MAX. U ATCH W/ PADLOCK CAPABILITY • OREAR WHEEL HYBRID CABLE DETAIL 1 2 1 IIN17: SCCALE. � To ScCALE V PIPE TRACK BRACKET. oy (DDOUBLE WHWHAA utEELCRRIER 2.0 SLIDING GATE PIPE FRAME 2.0 UNE POSTS OYP.) U -BOLT 8" DEEP CONC. RIBBON FOR DOUBLE WHEEL CARRIER W/ 2# 5 CONT. PIONEER LATCH 1115 -MUTED BY: TAYLOR FENCE COMPANY OF PUEBLO; 211 SAWA FE DRIVE / P.O. BOX 1756; PUEBLO. CO """' 719-542-5076, FAX: 719-542-5078 - (OR EQUAL) CATCH CATE POSTS 1� CONTRACTOR TO VERIFY AS PER DOUBLE WHEEL CARRIERS LENGTH GATE LATCH .LED AS PER 'ACTURE (CATIONS H LOCK as • DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NOHALL VARIATIONS OR MODIFICATIONS TO WORK SBE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIEID NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION RENEW OF THIS PROJECT. 4 D PROF `S0 3 150146� f OREGON p� 14Y I "IJAVICE O0 CONSTRUCTION 3 01/21/19 UPDATED PER NEW RFDS 2 05/23/17 ISSUED FOR CONSTRUCTION 1 05/11/17 ISSUED FOR CONSTRUCTION 0 04/25/17 ISSUED FOR CONSTRUCTION B 04/13/17 ISSUED FOR REVIEW A 03/09/17 ISSUED FOR REVIEW Vo. Date • • :Revision 00000 )tient • • • • • veriza, • SLIDING GATE DETAIL 11 IV a MORRISON HERSHFIELO 5'100 SW MACADAM AVE, SUITE 500 PORTLAND, OR 97239 Tel: 503.595.9128 W wW.morrisanhershfield.wm EUG RIDGECREST 4880 MAIN ST SPRINGFIELD, OR 97477 Drawing Title: CONSTRUCTION DETAILS Project Number. Start Date: 190017200 R2/13/17 Drafter. Designer. LW RB Project Manager. Professional of Record: SS LC Revision No: Sheet No: M�W' Implementa9ol cTCom: • • • • •••• • • Land•;• •,..1 • • •' • j ' Selvices Noitt st • SLIDING GATE DETAIL 11 IV a MORRISON HERSHFIELO 5'100 SW MACADAM AVE, SUITE 500 PORTLAND, OR 97239 Tel: 503.595.9128 W wW.morrisanhershfield.wm EUG RIDGECREST 4880 MAIN ST SPRINGFIELD, OR 97477 Drawing Title: CONSTRUCTION DETAILS Project Number. Start Date: 190017200 R2/13/17 Drafter. Designer. LW RB Project Manager. Professional of Record: SS LC Revision No: Sheet No: M�W' DIM 3 DIMM22 ` DIM 2 � sf 0 0 -T FRONT BACK SIDE QTY I DIM 1 DIM 2 DIM 3 WEIGHT RRU 4449 B13/BS 3 18.0' 13.2' 9.4' 70.0 LBS RRU 8843 966A 3 18.0' 13.2' 11.3' 75.0 LBS 15.4' 10.7' 79 LBS MANUFACTURER 0' NOTES: 1. INSTALL UNITS PER MANUFACTURER SPECIFICATIONS X;;: NOT SCALE PROPOSED RRU DIMENSIONS 41 DII I DIM 2 I I 0 FRONT BACK DIM � TOP DIM 3 0 NOTES: 1. INSTALL ANTENNAS PER MANUFACTURER SPECIFICATIONS 2. CONTRACTOR TO TORQUE ALL MOUNTING HARDWARE PER MANUFACTURER SPECIFICATIONS II*xl: O 7� T� PROPOSED ANTENNA DIMENSIONS 1 3 1 24'x36' SCALE: NOT TO SCALE 11'x17' SCALE: NOT TO SCALE QTY DIM 1 DIM 2 DIM 3 WEIGHT SECTOR ALPHA KIT (AS REQ'D) BY TIP HEIGHT ANTENNA MANUFACTURER GALV SCH 40 MODEL MX06FROBBO-02 2 95.9' 15.4' 10.7' 79 LBS MANUFACTURER 0' PANEL ANTENNA PANEL ANTENNA JMA ANTENNA MOUNT SECTOR BETA BRACKETS BY ANTENNA TOP VIEW MANUFACTURER _ (1) RRU 4449 B5/813 (1) RRU 6843 B2/866A MXOSFRO860-02 2 95.9' 15.4' 10.7' 79 LBS MODEL ELEC TILT MECH DOWNTILT NUMBER OF FEEDERS FEEDER TYPE FEEDER LENGTH SECTOR GAMMA LTE 700/850/PCS 120' 99'—O' 1 JMA MX06FR0860-02 2 95.9' 15.4' 10.7' 79 LBS (1) RRU 4449 B5/B13 (1) RRU 8843 B2/B66A (1) OVP12 LTE 700/850/AWS1/AWS3 120' 99'-0' 1 JMA MX06FROBBO-02 0' 0' SECTOR GAMMA AZIMUTH TIP HEIGHT NUMBER OF ANTENNAS NOTES: 1. INSTALL ANTENNAS PER MANUFACTURER SPECIFICATIONS 2. CONTRACTOR TO TORQUE ALL MOUNTING HARDWARE PER MANUFACTURER SPECIFICATIONS II*xl: O 7� T� PROPOSED ANTENNA DIMENSIONS 1 3 1 24'x36' SCALE: NOT TO SCALE 11'x17' SCALE: NOT TO SCALE NO=: 1. ADJUST PIPE MOUNTS AS REQUIRED TO ACCOMMODATE REQUIRED ANTENNA SPACING. 2. NEW ANTENNA MOUNTS SHALL COMPLY WITH NSTD-445 STANDARDS AS REQUIRED BY VERIZON. 3. PROVIDED 24' CENTER TO CENTER SPACE FOR ALL ANTENNAS PROPOSED VERIZON PROPOSED VERIZON WIRELESS PANEL ANTENNA b WIRELESS PANEL ANTENNA [MX06FR0860-02] [MX06FRO860-02] PROPOSED VERIZON WIRELESS RRU rPROPOSED VERIZON WIRELESS RRU 4449 MOUNTED BEHIND ANTENNA f 8843 MOUNTED BEHIND ANTENNA (EYP OF 3, 1 PER SECTOR) 1 (TW OF 3, 1PER SECTOR) GALV SCH 40 "'--- PROPOSED VERIZON WIRELESS RAYCAP PIPE MOUNT 2 MECHANICAL DOWN TILT SECTOR ALPHA KIT (AS REQ'D) BY TIP HEIGHT ANTENNA MANUFACTURER GALV SCH 40 MODEL PIPE MOUNT ANCILLARY ANTENNA MOUNT EQUIPMENT, TYP BRACKETS BY ANTENNA ADDITIONAL EQUIPMENT MANUFACTURER 0' PANEL ANTENNA PANEL ANTENNA JMA ANTENNA MOUNT 0' BRACKETS BY ANTENNA TOP VIEW MANUFACTURER NO=: 1. ADJUST PIPE MOUNTS AS REQUIRED TO ACCOMMODATE REQUIRED ANTENNA SPACING. 2. NEW ANTENNA MOUNTS SHALL COMPLY WITH NSTD-445 STANDARDS AS REQUIRED BY VERIZON. 3. PROVIDED 24' CENTER TO CENTER SPACE FOR ALL ANTENNAS PROPOSED VERIZON PROPOSED VERIZON WIRELESS PANEL ANTENNA b WIRELESS PANEL ANTENNA [MX06FR0860-02] [MX06FRO860-02] PROPOSED VERIZON WIRELESS RRU rPROPOSED VERIZON WIRELESS RRU 4449 MOUNTED BEHIND ANTENNA f 8843 MOUNTED BEHIND ANTENNA (EYP OF 3, 1 PER SECTOR) 1 (TW OF 3, 1PER SECTOR) CONSTRUCTION "'--- PROPOSED VERIZON WIRELESS RAYCAP PROPOSED ANTENNA AND COAX SCHEDULE 2 SPLITTER/SURGE SUPPRESSOR (OVP12) MOUNTED SECTOR ALPHA AZIMUTH TIP HEIGHT NUMBER OF ANTENNAS VENDOR MODEL EIEC TILT MECH DOVINITLT NUMBER OF FEEDERS FEEDER TYPE FEEDER LENGTH ADDITIONAL EQUIPMENT LTE 700/850/PCS 0' 99'-0' 1 JMA MX06FRO850-02 0' 0' _ _ _ (1) RRU 4449 B5/813 (1) RRU 6843 B2/866A LTE 700/850/AWS1/AWS3 0' 99'-0' 1 JMA MX06FROBSD-02 B 0' SECTOR BETA AZIMUTH TIP HEKiHi NUMBER OF ANTENNAS VENDOR MODEL ELEC TILT MECH DOWNTILT NUMBER OF FEEDERS FEEDER TYPE FEEDER LENGTH ADDITIONAL EQUIPMENT LTE 700/850/PCS 120' 99'—O' 1 JMA MX06FROB60-02 0' 0' 1 HYBRID 140'-0' (1) RRU 4449 B5/B13 (1) RRU 8843 B2/B66A (1) OVP12 LTE 700/850/AWS1/AWS3 120' 99'-0' 1 JMA MX06FROBBO-02 0' 0' SECTOR GAMMA AZIMUTH TIP HEIGHT NUMBER OF ANTENNAS VENDOR MODEL ELEC TILT MECH DOWNTILT NUMBER OF FEEDERS FEEDER TYPE FEEDER LENGTH ADDITIONAL EQUIPMENT _ LTE 700/850/PCS 240' 99'-0' 1 JMA MXOGFROB60-02 0' 0' _ _ _ (1) RRU 4449 B5/813 (1) RRU 8843 B2/B66A LTE 700/850/AWS1/AWS3 240' 99'-0' 1 JMA MXDBFRO860-02 0' 0' NO=: 1. ADJUST PIPE MOUNTS AS REQUIRED TO ACCOMMODATE REQUIRED ANTENNA SPACING. 2. NEW ANTENNA MOUNTS SHALL COMPLY WITH NSTD-445 STANDARDS AS REQUIRED BY VERIZON. 3. PROVIDED 24' CENTER TO CENTER SPACE FOR ALL ANTENNAS PROPOSED VERIZON PROPOSED VERIZON WIRELESS PANEL ANTENNA b WIRELESS PANEL ANTENNA [MX06FR0860-02] [MX06FRO860-02] PROPOSED VERIZON WIRELESS RRU rPROPOSED VERIZON WIRELESS RRU 4449 MOUNTED BEHIND ANTENNA f 8843 MOUNTED BEHIND ANTENNA (EYP OF 3, 1 PER SECTOR) 1 (TW OF 3, 1PER SECTOR) TYPICAL ANTENNA ATTACHMENT 121 11x;;: 1/4" ";: PROPOSED VERIZON WIRELESS 3 SIDED PLATFORM MOUNT' W/ REINFORCEMENT & HANDRAIL IKT EXISTING MONOPOLE DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY Al DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHAT BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. �1D PROJ 0 1�1VCE G CONSTRUCTION "'--- PROPOSED VERIZON WIRELESS RAYCAP 01/21/19 UPDATED PER NEW RFDS 2 SPLITTER/SURGE SUPPRESSOR (OVP12) MOUNTED 1 05/11/17 ISSUED FOR CONSTRUCTION ON OVID MOUNT (EYP OF 1) 04/25/17 ISSUED FOR CONSTRUCTION B PROPOSED VERIZON PROPOSED VERIZON 03/09/17 ISSUED FOR REVIEW WIRELESS PANEL ANTENNA WIRELESS PANEL ANTENNA [MXOBFRO860-02], EMX06FROBSO-021 .0 ,� ��P_ `rte,• PROPOSED VERIZON PROPOSED VERIZON WIRELESS PANEL ANTENNA �. '. WIRELESS PANEL ANTENNA _`.e [MXOBFRO860-02] �, '.„ ,=y' ;i [MX06FR0860-02] TYPICAL ANTENNA ATTACHMENT 121 11x;;: 1/4" ";: PROPOSED VERIZON WIRELESS 3 SIDED PLATFORM MOUNT' W/ REINFORCEMENT & HANDRAIL IKT EXISTING MONOPOLE DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY Al DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHAT BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. �1D PROJ 0 1�1VCE G • • Tient: Ocoee • yr • r •• • owes )• w• • 'venzoinv/ •r•••• • • r••• • • •• ! • •• •• • • • • )mplemented6h16am: rw•• • I • •o• • •• • �)T. Land•:• ., 0000 • Sevi¢•es r • • NoWyest PROPOSED ANTENNA CONFIGURATION 1 1 IUN MORRISON HERSHFIELD 5100 SW MACADAM AVE, SUITE 500 PORTLAND, OR 97239 Tel: 503.595.9128 W Ww.mcrrisonhershfield.wm EUG RIDGECREST 4680 MAIN ST SPRINGFIELD, OR 97477 PROPOSED ANTENNA CONFIGURATION Project Number. Stark Date: 190017200 102/13/17 Drafter. Designer. LW RB 3 1 RF -1 CONSTRUCTION 3 01/21/19 UPDATED PER NEW RFDS 2 05/23/17 ISSUED FOR CONSTRUCTION 1 05/11/17 ISSUED FOR CONSTRUCTION 0 04/25/17 ISSUED FOR CONSTRUCTION B 04/13/17 ISSUED- FOR REVIEW A 03/09/17 ISSUED FOR REVIEW No. Date" •'TRevision 00:0* • • Tient: Ocoee • yr • r •• • owes )• w• • 'venzoinv/ •r•••• • • r••• • • •• ! • •• •• • • • • )mplemented6h16am: rw•• • I • •o• • •• • �)T. Land•:• ., 0000 • Sevi¢•es r • • NoWyest PROPOSED ANTENNA CONFIGURATION 1 1 IUN MORRISON HERSHFIELD 5100 SW MACADAM AVE, SUITE 500 PORTLAND, OR 97239 Tel: 503.595.9128 W Ww.mcrrisonhershfield.wm EUG RIDGECREST 4680 MAIN ST SPRINGFIELD, OR 97477 PROPOSED ANTENNA CONFIGURATION Project Number. Stark Date: 190017200 102/13/17 Drafter. Designer. LW RB 3 1 RF -1 SECTOR 1� SECTOR 2 50, PCS, AWS1, AWS3) ] SECTOR 3 : t�Iw AWSIm 7110 CTE 700 CTE 700 LTE E go IT AWS Band 4 850 Band AWS-1/3 Band♦6' t • A �. External AISG RET' Controllers are driven by the SOLD coax/dumper pathways. Sat POIL set Capable Example. Antenna part's' driven by RRH port 'A' I 4"9+110:1.K1 I DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NETHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. �41VC E X00 CONSTRUCTION 3 01/21/19 UPDATED PER NEW RFDS 2 05/23/17 ISSUED FOR CONSTRUCTION 1 05/11/17 ISSUED FOR CONSTRUCTION 0 04/25/17 ISSUED FOR CONSTRUCTION 8 04/13/17 1 ISSUED FOR REVIEW A 03/09/17 ISSUED FOR REVIEW No. Date w'° =Revision set** •••ocliervb •••••� ♦ 0• • 0 • 0000•• + • • ver. 0 11V • w • • Ifr�olementatidrl `fUam: Lam • aws • •••,a • Services NoWhwiest - TOR MORRISON HERSHFIELD 5100 SW MACADAM AVE, SUITE 500 PORTLAND, OR 97239 Tel: 503.595.9128 www-morrisonhemhfield.com EUG RIDGECREST 4880 MAIN ST SPRINGFIELD, OR 97477 Drawing Title: ANTENNA RF DIAGRAM Project Number. Start Date: 190017200 02/13/17 Drafter. Designer. LW RB Project Manager. Professional of Record: SS LC Revision No: Sheet No: 3 24'x36- SALE NOT TO SALE ANTENNA RF DIAGRAM 1 RF 11'x17' SCALE NOT TO S -2 CALE STRUCTURAL GENERAL NOTES CONCRETE NOTES STRUCTURAL STEEL NOTES MUSTVERIFYALL DO NOT SCALE DRAWINGS. CONSULTANTS AN ADVISE CONSULTANTS OF ANY ERRORS OR DMISSI NS. ORI TO WORN ORM WITHOUT SHOWN SHALL BE SHOWN L E IMPLEMENTED WITHOUT PRIOR PREVIOUS ISSUES APPROVAL ALL PRLYIOUS ISSUES GF THIS DRAWING ARE NG ARE 1. REFER TO T-2 FOR SPECIAL INSPECTION CHECK LIST. 1. THESE NOTES EXCLUDE TOWER FOUNDATION ENGINEERING. CONTRACTOR SHALL REFER TO TOWER 1. THESE NOTES EXCLUDE PRE -MANUFACTURED TOWER & ANTENNA PLATFORMS DESIGNED & ENGINEERED SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON FOUNDATION STRUCTURAL ENGINEERING BY OTHERS. BY THE MANUFACTURER. xERsxFIDn CORPORATION. NEITHER MORRISON xIOISHFIEEG 2. THE GENERAL NOTES AND TYPICAL DETAILS ARE APPLICABLE TO ALL PARTS OF THE STRUCTURE, AND NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION SHALL BE READ IN CONJUNCTION WITH THE STRUCTURAL DRAWINGS AND PROJECT SPECIFICATIONS. 2. ALL CONCRETE WORK SHALL CONFORM TO ACI 318, " BUILDING CODE REQUIREMENTS FORREVIEW 2. FABRICATOR AND WELDERS MUST BE CERTIFIED TO APPLICABLE SECTIONS OF ANSI/AWS D1.1-04 - OF THIS PROJECT. 3. USE ONLY THE LATEST ISSUE OF ANY GOVERNING CODES, STANDARDS OR REGULATIONS REQUIRED OR REINFORCED CONCRETE " AND TO THE PROJECT SPECIFICATIONS. STRUCTURAL WELDING CODE - STEEL. - MENTIONED IN THE FOLLOWING NOTES. 3. PREPARE AND SUBMIT MIX DESIGNS FOR EACH TYPE AND STRENGTH OF CONCRETE IN ACCORDANCE " 3. ALL WELDS NOT SHOWN ON DESIGN DRAWINGS SHALL BE SUCH AS TO DEVELOP 100% OF STRENGTH OF �C� () PROi s 4. ALL CONSTRUCTION, EXCEPT WHERE NOTED OTHERWISE, SHALL COMPLY WITH THE REQUIREMENTS OF WITHSTRUACICONCRETE MIXTURES ", AND ACI 301, SPECIFICATIONS FOR IIR211,AL THE BASE METAL. QIP] �f of THE NOTED BUILDING CODES AND REFERENCE STANDARDS.4. CONCRETE."PROPORTIONING �Gj" ALL BOLTED CONNECTIONS SHALL BE BEARING TYPE CONNECTIONS CONFORMING TO "RCSC SPECIFICATION 5. VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER BEFORE PROCEEDING 4. READY -MIX CONCRETE SUPPLIERS TO BE NRMCA-CERTIFIED. FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". ,31504F ,/.�'� WITH THE WORK. 5. ALL CONCRETE IS TO BE NORMAL DENSITY CONCRETE WITH A MAXIMUM SLUMP OF 4 INCHES. 5. IN ALL CASES CONNECTIONS SHALL MEET THE REQUIREMENTS OF ANSI/AISC 360-05. 6. FOR DETAILS AND DIMENSIONS NOT GIVEN ON STRUCTURAL DRAWINGS, REFER TO ARCHITECTURAL, MAXIMUM AGGREGATE SIZE 3/4 INCH. .. MECHANICAL AND ELECTRICAL DRAWINGS. 6. FABRICATOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES AND/OR ERRORS ON THE DESIGN 6. NO ADDITIONAL WATER SHALL BE ADDED TO THE CONCRETE AT THE JOB SITE. DRAWINGS IN TIME TO PREVENT ANY FABRICATION ERRORS. 7. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION BETWEEN TRADES. - 7, DO NOT USE CHLORIDE -CONTAINING ADMIXTURES.,y., OREGON 7 . CONTRACTOR SHALL SUPPLY SIX PRINTSBY THE ENGINEER PRIOR TO SHOPIGSSDOES �'� 8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SAFEGUARD ALL EXISTING STRUCTURES AFFECTED 8. HOT WEATHER CONCRETE: COMPLY WITH ACI 305R. COMMENCING FABRICATION. APPROVAL OP SHOP DRAW NF NOTFORIEW RELIEVE THE CONTRACTOR N ANY 31 BY THIS CONSTRUCTION. ON ANY NEW STRUCTURE OR PORTION THEREOF, DO NOT EXCEED THE DESIGN WAY FROM HIS RESPONSIBILITY FOR ACCURACY AND FIT.���i LOADING INDICATED ON THESE DRAWINGS. 9. REINFORCING OF ALL CONCRETE MEMBERS SHALL HAVE THE FOLLOWING CLEAR CONCRETE COVER: B. SURFACE PREPARATION OF ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE LATEST ISSUE l=hQ '7 fY V 9. ALL DESIGN LOADING INDICATED ON THESE DRAWINGS ARE SPECIFIED (UNFACTORED) LOADS, UNLESS OF STEEL STRUCTURES PAINTING COUNCIL SPECIFICATION FOR COMMERCIAL BLAST CLEANING SPPC-SP6 OTHERWISE INDICATED. COVER, 10. ALL CONNECTION FORCES AND BRACING FORCES SHOWN ON THESE DRAWINGS ARE THE CRITICAL INCHES CONCRETE CAST AGAINST AND 9. ALL STEEL SHALL BE HOT DIP GALVANIZED TO MEET THE REQUIREMENTS OF ASTM STANDARD SPECIFICATION A123 WITH FIELD TOUCH UP WITH ZINC -RICH PAINT AFTER CONSTRUCTION. UNFACTORED FORCES UNLESS OTHERWISE INDICATED. PERMANENTLY EXPOSED TO EARTH 3 11. DO NOT SCALE THE DRAWINGS. CONCRETE EXPOSED TO EARTH OR WEATHER: 12. THE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF MORRISON HERSHFIELD CORPORATION AND #6 THROUGH #18 BARS 2 CONSTRUCTION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION. #5 BAR OR SMALLER 1 1/2 3 01/21/19 UPDATED PER NEW RFDS CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: 2 05/23/17 ISSUED FOR CONSTRUCTION SLABS AND WALLS: #14 AND #18 BARS 1 1/2 1 05/11/17 ISSUED FOR CONSTRUCTION #11 BAR AND SMALLER 1 0 04/25/17 ISSUED FOR CONSTRUCTION COLUMNS ' PRIMARY REINFORCEMENT, B 04/13/17 ISSUED FOR REVIEW TIES, STIRRUPS, SPIRALS 1 1/2 - A 03/09/17 ISSUED FOR REVIEW 10. UNLESS OTHERWISE NOTED, PROVIDE A MINIMUM BEARING LENGTH OF 4 INCHES FOR. ALL REINFORCED CONCRETE SLABS. No. Date c' Revision 000-00 a FOUNDATION NOTES 11. PROVIDE CHAMFERS, REVEALS, REGLETS, RECESSES AND THE LIKE AS SHOWN ON THE ARCHITECTURAL OR STRUCTURAL DRAWINGS. -lisnt •aa•a .. • v • • •( 1. CONCRETE PAD FOUNDATION WAS DESIGNED BASED ON ASSUMED 1500 PSF ALLOWABLE BEARING. A LICENSED GEOTECHNICAL ENGINEER SHALL VERIFY THIS ASSUMPTION PRIOR TO 12. PROVIDE 3/4 INCH CHAMFER AT EXPOSED FORMED EDGES AND CORNERS. DESIGN CRITERIA NOTES a•o a • • a• • •• •••0 , FOUNDATION CONSTRUCTION. 13. NO HOLES OR SLEEVES SHALL BE MADE THROUGH CONCRETE WORK OTHER THAN THOSE INDICATED a ,,•n6•i// ON THE STRUCTURAL DRAWINGS WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER. ��I� 14. PROVIDE CAST -IN-PLACE CONCRETE FOR MECHANICAL AND ELECTRICAL DIVISIONS INCLUDING BUT' DESIGN DATA NOT LIMITED TO: EQUIPMENT BASES, HOUSEKEEPING PADS, CURBS, PITS, UNDERGROUND DUCTBANKS. • • `• 2014 OREGON STRUCTURAL SPECIALTY CODE • • • • • • a a 15. ALL FORMWORK OFFSET TOLERANCES (PER ACI 117) TO BE CLASS A. WIND SPEED: 120 MPH (ULTIMATE SEC. GUST) `iefim: mnlementatl'on EXPOSURE: C ••••�, ,. •••• RISK CATEGORY= II • • • SEISMIC LOAD a•-• ark •a•• •• •• Ss 0.718GG SDs •• Sei'r_viMes • = = 0.585G Si = 0.378G SDI = 0.414G NOI.tiT1G.St �• �j SITE CLASS = "D" RISK CATEGORY = II IMPORTANCE FACTOR = 1.0 DESIGN CATEGORY = "D" A&E Team: DEAD LOAD: (1) POWER CABINET TBD LBS EACH MORRISON"HERSHFIELD (2) BATTERY CABINET TBD LBS EACH 5100 SW MACADAM AVE, SUITE 500 CONCRETE (28 DAYS PORTLAND, OR 97239 Tel: 503.595.9128 FOOTINGS 4000 PSI ~v.morriscnhemhfield.Dom ALL OTHER CONCRETE 4000 PSI REINFORCING STEEL A615 GRADE 60 Project Info: DEFORMED BAR ANCHOR (DBA) A496 WELDED WIRE FABRIC A185 EUG RIDGECREST 4880 MNN ST SPRINGFIELD, OR 97477 Drawing Title: STRUCTURAL NOTES Project Number. Start Date: 190017200 92/13Z17 Drafter. Designer. Lw RB Project Manager. Professional of Record: SS LC Revision No: Sheet No: 3 S-1 24"x36" SCALE: NOT TO SCALE 11"x17" SCALE NOT TO SCALE REINFORCED CONCRETE SLAB 12" O.C. (TYP.) 14" THK CONC. SLAB W/ 2 LAYERS OF #5 ® 12" O.C. EACH WAY (TOP & 801T) 3" MIN. (TYP.) L 3/4" CHAMFER EDGE (TYP,) 1 V-0" NOT USED 1 4 11'X17: SCALE No TO SCALE SNBUP 12" ABOVE SLAB (MIN). COORDINATE IN FIELD 102/13/17 o z Designer. LW z a `rT N � 14" THK CONC. SLAB W/ 2 LAYERS OF #5 ® 12" O.C. EACH WAY (TOP & 801T) 3" MIN. (TYP.) L 3/4" CHAMFER EDGE (TYP,) 1 V-0" NOT USED 1 4 11'X17: SCALE No TO SCALE SNBUP 12" ABOVE SLAB (MIN). COORDINATE IN FIELD 24"x38" SCALE NOT TO SCALE 11'x17' SCALE NOT TO SCALE r 3/4" CHAMFER EDGE (TYP) CONTRACTOR TO GRADE J AND BLEND INTO i1 EXISTING SITE GRADE io MIN 4" OF #57 WASHED STONE BED ® PERIMETER ON LANDSCAPE WEED BARRIER PREPARE SUBGRADE BY REPLACING EXISTING TOP SOIL (UP TO 2—FT) WITH CLEAN NON—FROST—SUSCEPTIBLE SOIL AND COMPACTING TO 95% MAXIMUM DRY DENSITY TYPICAL CONCRETE PAD SECTION 1 2 111 X17 � OT TO S� 00 NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERLY OF MORRISON HERSHFIELD CORPORATION. NEMER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. �yGIMP t 9Er-0 4 o Q � 4�NCE Goo CONSTRUCTION 3 01/21/19 UPDATED PER NEW RFDS 2 05/23/17 ISSUED FOR CONSTRUCTION 1 05/11/17 ISSUED FOR CONSTRUCTION 0 04/25/17 ISSUED FOR CONSTRUCTION B 04/13/17 ISSUED FOR REVIEW A 03/09/17 ISSUED FOR REVIEW No. Date I Revision Iwanc • • • • c a • .-I'verizolo' • • In'GplementationdRarW • CONCRETE EQUIPMENT PAD DETAIL�,.l "•' .... • Land -3 .... . I Setvacts►s VEER NOTE, WIRELESS EQUIPMENT • • • I • Noith�/est i ° - / • CABINETS) TO BE MECHANICALLY ATTACHED TO CONCRETE PAD PER • • MANUFACTURER'S RECOMMENDATIONS • • A&E Team: 1 PIN MORRISON HERSHFIELD 5100 SW MACADAM AVE, SUITE 500 PORTLAND, OR 97239 Tel: 503.595.9128 CONCRETE SLAB w .morrlwnhemhfleld.mm — —A -mm rnml A CABINET OR GENERATOR TAP PLAN VIEW SECTION VIEW CABINET TIE DOWN (4) 1/2"0 REDHEAD TRUBOLT AND WEDGE ANCHORS WITH 4-1/8" EMBEDMENT INTO CONCRETE CABINET TIE DOWN (4) 1/2"0 REDHEAD TRUBOLT AND WEDGE ANCHORS WITH 4-1/8" EMBEDMENT INTO CONCRETE CONCRETE SLAB CABINET ATTACHMENT DETAIL 1 1 EUG RIDGECREST 4680 MAIN ST SPRINGFIELD, OR 97477 STRUCTURAL DETAILS 190017200 102/13/17 .Z Designer. LW z Project Manager. N � SS VAPOR BARRIER UNDER SLAB, 6 MIL POLYVINYL CONDUIT SWEEP 24"x38" SCALE NOT TO SCALE 11'x17' SCALE NOT TO SCALE r 3/4" CHAMFER EDGE (TYP) CONTRACTOR TO GRADE J AND BLEND INTO i1 EXISTING SITE GRADE io MIN 4" OF #57 WASHED STONE BED ® PERIMETER ON LANDSCAPE WEED BARRIER PREPARE SUBGRADE BY REPLACING EXISTING TOP SOIL (UP TO 2—FT) WITH CLEAN NON—FROST—SUSCEPTIBLE SOIL AND COMPACTING TO 95% MAXIMUM DRY DENSITY TYPICAL CONCRETE PAD SECTION 1 2 111 X17 � OT TO S� 00 NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERLY OF MORRISON HERSHFIELD CORPORATION. NEMER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. �yGIMP t 9Er-0 4 o Q � 4�NCE Goo CONSTRUCTION 3 01/21/19 UPDATED PER NEW RFDS 2 05/23/17 ISSUED FOR CONSTRUCTION 1 05/11/17 ISSUED FOR CONSTRUCTION 0 04/25/17 ISSUED FOR CONSTRUCTION B 04/13/17 ISSUED FOR REVIEW A 03/09/17 ISSUED FOR REVIEW No. Date I Revision Iwanc • • • • c a • .-I'verizolo' • • In'GplementationdRarW • CONCRETE EQUIPMENT PAD DETAIL�,.l "•' .... • Land -3 .... . I Setvacts►s VEER NOTE, WIRELESS EQUIPMENT • • • I • Noith�/est i ° - / • CABINETS) TO BE MECHANICALLY ATTACHED TO CONCRETE PAD PER • • MANUFACTURER'S RECOMMENDATIONS • • A&E Team: 1 PIN MORRISON HERSHFIELD 5100 SW MACADAM AVE, SUITE 500 PORTLAND, OR 97239 Tel: 503.595.9128 CONCRETE SLAB w .morrlwnhemhfleld.mm — —A -mm rnml A CABINET OR GENERATOR TAP PLAN VIEW SECTION VIEW CABINET TIE DOWN (4) 1/2"0 REDHEAD TRUBOLT AND WEDGE ANCHORS WITH 4-1/8" EMBEDMENT INTO CONCRETE CABINET TIE DOWN (4) 1/2"0 REDHEAD TRUBOLT AND WEDGE ANCHORS WITH 4-1/8" EMBEDMENT INTO CONCRETE CONCRETE SLAB CABINET ATTACHMENT DETAIL 1 1 EUG RIDGECREST 4680 MAIN ST SPRINGFIELD, OR 97477 STRUCTURAL DETAILS 190017200 102/13/17 Drafter. Designer. LW RB Project Manager. Professional of Record: SS LC 3 I S-2 GENERAL ELECTRICAL NOTES GENERAL 1. EXAMINE THE SITE CONDITIONS VERY CAREFULLY AND THE SCOPE OF PROPOSED WORK TOGETHER WITH THE WORK OF ALL OTHER TRADES AND INCLUDE IN THE BID PRICE ALL COSTS FOR WORK SUCH AS EQUIPMENT AND WIRING MADE NECESSARY TO ACCOMMODATE THE ELECTRICAL SYSTEMS SHOWN AND SYSTEMS OF OTHER TRADES. 2. SUBMITTAL OF BIO INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED UNDER THIS CONTRACT. 3. PERFORM DETAILED VERIFICATION OF WORK PRIOR TO ORDERING THE ELECTRICAL EQUIPMENT AND COMMENCING CONSTRUCTION. ISSUE A WRITTEN NOTICE TO THE CONSULTANT OF ANY DISCREPANCIES. 4. OBTAIN ALL PERMITS, PAY ASSOCIATED FEES AND SCHEDULE INSPECTION. 5. PROVIDE ALL LABOR, MATERIAL, EQUIPMENT, INSURANCE, AND SERVICES TO COMPLETE THIS PROJECT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND PRESENT IT AS FULLY OPERATIONAL TO THE SATISFACTION OF THE OWNER. 6. CARRY OUT WORK IN ACCORDANCE WITH ALL GOVERNING STATE, COUNTY AND LOCAL CODES AND O.S.H.A. 7. PRIOR TO BEGINNING WORK COORDINATE ALL POWER AND TELCO WORK WITH THE LOCAL UTILITY COMPANY AS IT MAY APPLY TO THIS SITE. ALL WORK TO COMPLY WITH THE RULES AND REGULATIONS OF THE UTILITIES INVOLVED. B. FABRICATION AND INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEM SHALL BE DONE IN A FIRST CLASS WORKMANSHIP PER NECA STANDARD 1-2000 BY QUALIFIED PERSONNEL EXPERIENCED IN SUCH WORK AND SHALL SCHEDULE THE WORK IN AN ORDERLY MANNER SO AS NOT TO IMPEDE PROGRESS OF THE PROJECT. 9. DURING PROGRESS OF THE WORK, MAINTAIN AN ACCURATE RECORD OF THE INSTALLATION OF THE ELECTRICAL SYSTEMS, LOCATING EACH CIRCUIT PRECISELY AND DIMENSIONING EQUIPMENT, CONDUIT AND CABLE LOCATIONS. UPON COMPLETION OF THE INSTALLATION, TRANSFER ALL RECORD DATA TO BLACK LINE PRINTS OF THE ORIGINAL DRAWINGS AND SUBMIT THESE DRAWINGS AS RECORD DRAWINGS TO THE CONSULTANT. - 10. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF JOB ACCEPTANCE BY OWNER. ANY WORK, MATERIAL, OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE CORRECTED AT ONCE UPON WRITTEN NOTIFICATION, AT THE EXPENSE OF THE CONTRACTOR. 11. GENERAL CONTRACTOR IS RESPONSIBLE FOR REQUESTING CONNECTION OF COMMERCIAL POWER FROM THE POWER COMPANY. ELECTRICAL CONTRACTOR SHALL COORDINATE THIS WORK WITH THE GENERAL CONTRACTOR. 12. COORDINATE EXACT TELEPHONE REQUIREMENTS AND SERVICE ROUTING WITH LOCAL TELEPHONE COMPANY. APPLY FOR TELEPHONE SERVICE IMMEDIATELY UPON AWARD OF CONTRACT. BASIC MATERIALS AND METHODS 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE EDITION OF THE NEC ACCEPTED BY THE LOCAL JURISDICTION AND TO THE APPLICABLE LOCAL CODES AND REGULATIONS. 2. ALL MATERIALS AND EQUIPMENT SHALL BE NEW. MATERIALS AND EQUIPMENT SHALL BE THE STANDARD PRODUCTS OF MANUFACTURER'S CURRENT DESIGN. ANY FIRST-CLASS PRODUCT MADE BY A REPUTABLE MANUFACTURER MAY BE USED PROVIDING IT CONFORMS TO THE CONTRACT REQUIREMENTS AND MEETS THE APPROVAL OF THE CONSULTANT AND THE OWNER. 3. ARRANGE CONDUIT, WIRING, EQUIPMENT, AND OTHER WORK GENERALLY AS SHOWN, PROVIDING PROPER CLEARANCES AND ACCESS. CAREFULLY EXAMINE ALL CONTRACT DRAWINGS AND FIT THE WORK IN EACH LOCATION WITHOUT SUBSTANTIAL ALTERATION. WHERE DEPARTURES ARE PROPOSED BECAUSE OF FIELD CONDITIONS OR OTHER CAUSES, PREPARE AND SUBMIT DETAILED DRAWINGS FOR ACCEPTANCE. 4. THE CONTRACT DRAWINGS ARE GENERALLY DIAGRAMMATIC AND ALL .OFFSETS, BENDS, FITTINGS AND ACCESSORIES ARE NOT NECESSARILY SHOWN. PROVIDE ALL SUCH ITEMS AS MAY BE REQUIRED TO FIT THE WORK TO THE CONDITIONS. 5. MAINTAIN ALL CLEARANCES AS REQUIRED BY NEC. 6. SEAL AROUND CONDUITS AND AROUND CONDUCTORS WITHIN CONDUITS ENTERING THE PREFABRICATED SHELTER/CABINETS WHERE PENETRATION OCCURS WITH A SILICONE SEALANT TO PREVENT MOISTURE PENETRATION INTO BUILDING/SHELTER. 7. SILICONE SEAL AROUND ALL BOLTS AND SCREWS USED TO SECURE EQUIPMENT TO EXTERIOR OF BUILDING. B. MAKE NECESSARY CONNECTIONS FOR BATTERY IN EMERGENCY LIGHT FIXTURE. CONNECT EXTERIOR LIGHT FIXTURE (PROVIDED BY SHELTER MANUFACTURER) TO EXTERNAL JUNCTION BOX. CONDUCTORS AND CONNECTORS 1. UNLESS NOTED OTHERWISE, ALL CONDUCTORS SHALL BE COPPER, MINIMUM SIZE #12 AWG, WITH THERMOPLASTIC INSULATION CONFORMING TO NEMA WC5 OR CROSS-LINKED POLYETHYLENE INSULATION CONFORMING TO NEMA WC7. (TYPES THHN OR THWN-2). INSULATION SHALL BE RATED FOR 90-C CONDUCTORS SHALL BE COLOR CODED IN ACCORDANCE WITH NEC. 2. ALL CONDUCTORS USED FOR GROUNDING SHALL BE COPPER AND SHALL HAVE GREEN INSULATION EXCEPT WHERE NOTED. 3. FOR COPPER CONDUCTORS #6 AWG AND SMALLER USE 3M SCOTCH-LOK OR T&B STA-KON COMPRESSION TYPE CONNECTORS WITH INTEGRAL OR SEPARATE INSULATION CAPS. FOR COPPER CONDUCTORS LARGER THAN #6 AWG USE SOLDERLESS, IDENT HEX SCREW OR BOLT TYPE PRESSURE CONNECTORS OR DOUBLE COMPRESSION C -CLAMP CONNECTORS, UNLESS SPECIFIED OTHERWISE ON DRAWINGS. 4. UNLESS NOTED OTHERWISE ALL LUGS SHALL BE TIN PLATED COPPER, TWO -HOLE, LONG BARREL. COMPRESSION TYPE. 5. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT SPLICES. SPLICES ARE NOT ACCEPTABLE. IF SPLICES ARE UNAVOIDABLE PRIOR APPROVAL FROM THE ENGINEER MUST BE OBTAINED. RACEWAYS AND BOXES 1. ALL CONDUIT SHALL BE UL LABELED. 2. ALL EMPTY CONDUITS INSTALLED FOR FUTURE USE SHALL HAVE A PULL CORD. 3. SHEET METAL BOXES SHALL CONFORM TO NEMA OS1: CAST -METAL BOXES SHALL CONFORM TO NEMA 81 AND SHALL BE SIZED IN ACCORDANCE WITH NEC UNLESS NOTED OTHERWISE. GROUNDING 1. ALL LIGHTNING PROTECTION AND SAFETY GROUNDING OF THE ELECTRICAL EQUIPMENT SHALL BE CARRIED OUT IN ACCORDANCE WITH THE CURRENT NFPA AND VERIZON WIRELESS STANDARDS. 2. GROUND LUGS ARE SPECIFIED UNDER SECTION 3 "CONDUCTORS AND CONNECTORS". 3. ALL GROUND LUG AND COMPRESSION CONNECTIONS SHALL BE .COATED WITH ANTI -OXIDANT AGENT, SUCH AS NO-OX,-NOALOX, PENETROX OR KOPRSHIELD. 4. GROUND ALL EXPOSED METALLIC OBJECTS ON BUILDING EXTERIOR INCLUDING BUILDING TIE DOWN BRACKETS. 5. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT. 6. DO NOT INSTALL GROUND RING OUTSIDE OF PROPERTY LINE. 7. REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND CONNECTIONS, REPAINT TO MATCH AFTER CONNECTION IS MADE TO MAINTAIN CORROSION RESISTANCE. 8. ALL EXTERIOR GROUNDING CONDUCTORS INCLUDING EXTERIOR GROUND RING SHALL BE #2 AWG SOLID BARE TINNED COPPER UNLESS NOTED OTHERWISE. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHARP BENDS. THE RADIUS OF ANY BEND SHALL NOT BE LESS THAN B" AND THE ANGLE OF ANY BEND SHALL NOT EXCEED 90'. GROUNDING CONDUCTORS SHALL BE ROUTED DOWNWARD TOWARD THE BURIED GROUND RING. 9. BOND ALL EXTERIOR CONDUITS, PIPES AND CYLINDRICAL METALLIC OBJECTS WITH A PENN -UNION GT SERIES CLAMP, BLACKBURN GUV SERIES CLAMP OR A BURNDY GAR 3900BU SERIES CLAMP ONLY, NO SUBSTITUTES ACCEPTED. 10. ALL GROUND CONNECTIONS SHALL BE APPROVED FOR THE METALS BEING CONNECTED. 11. ALL EXTERNAL GROUND CONNECTIONS SHALL BE EXOTHERMICALLY WELDED. ALL EXOTHERMIC WELDS TO EXTERIOR GROUND RING SHALL BE THE PARALLEL TYPE, EXCEPT FOR THE GROUND RODS WHICH ARE TEE EXOTHERMIC WELDS. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY EXOTHERMIC WELDING. USE SPRAY GALVANIZER SUCH AS HOLUB LECTROSOL #15-501. 12. CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER WHEN THE BURIED GROUND RING IS INSTALLED SO THE REPRESENTATIVE CAN INSPECT THE GROUND RING BEFORE IT IS BACKFILLED WITH SOIL. , 13. FOR METAL FENCE POST GROUNDING, USE A HEAVY DUTY TYPE GROUNDING CLAMP OR EXOTHERMIC WELD CONNECTION TO POST. GROUND ALL FENCE POSTS WITHIN 6' OF EQUIPMENT. 14. WHERE MECHANICAL CONNECTORS (TWO -HOLE OR CLAMP) ARE USED, APPLY A LIBERAL PROTECTIVE COATING OF AN ANTI -OXIDE COMPOUND SUCH AS "NO OXIDE A" BY DEARBORN CHEMICAL COMPANY ON ALL CONNECTORS. OVERCURRENT & SHORT-CIRCUIT/GNO FAULT PROTECTION (IF APPLICABLE) 1. CONTRACTOR SHALL RECORD LOAD READINGS WHEN SITE POWER ORIGINATESFROM RO A 3e SERVICE TO MONITOR & ASSURE A BALANCED LOAD AT THE PRIMARY SUPPLY. RECORDS SHALL BE PROVIDED TO THE SITE/FACILITY OWNER. CONTRACTOR SHALL CONSULT MANUFACTURER'S PLANS, SHOP DRAWINGS AND SPECS FOR INDOOR/OUTDOOR EQUIPMENT LOCATION & INSTALLATION. ELECTRIC SERVICE SHALL BE IN COMPLIANCE WITH ALL RULES & REGULATIONS OF THE UTILITY CO. ELECT. CONTRACTOR SHALL PROVIDE EQUIPMENT WITH HIGHER SHORT-CIRCUIT FAULT CURRENT RATINGS (kA.I.C.) AS REQUIRED TO MATCH & EXCEED UTILITY CO. AVAILABLE SYMMETRICAL & ASYMMETRICAL FAULT CURRENT LEVELS. FUSES IN SERVICE SWITCHES SHALL BE CLASS "RK1", CURRENT LIMITING TYPE, 200 kA.I.C., NON -TIME DELAY, DISCONNECT SWITCHES TO HAVE REJECTION CLIPS, UNLESS INDICATED OTHERWISE. ELECTRICAL EQUIPMENTS & PROTECTIONS SHALL BE STANDARD kAIC RATED HIGHER THAN INCOMING EQUIPMENT AND/OR UTILITY CO. kAIC RATE AND CONSIDERING ELECTRIC MOTORS FAULT CONTRIBUTION. CONTRACTOR SHALL NOT BEGIN CONSTRUCTION UNTIL THIS MANDATORY REQUIREMENT IS MET. IF NEW LOAD IS ADDED CONTRACTOR SHALL VERIFY & CONFIRM BEFORE CONSTRUCTION THAT TOTAL UTILITY SERVICE LOAD SHALL KEEP EQUAL TO (125% MAX. DEMAND+ NEW LOAD)< 80% SERVICE ENTRANCE CONDUCTORS/MAIN OVER CURRENT PROTECTION AMPACITY, WHICHEVER RATING IS LOWER. LIGHTING SHALL MEET NEC, IESNA AND/OR FAA STANDARDS IF APPLICABLE. PHOTOMETRIC LEVELS SHALL COMPLY WITH LOCAL, STATE & FEDERAL RULES. ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN ACCESSIBLE AREAS ONLY. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF POWER AND TELE- PHONE UTILITY COMPANIES. DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL LEGEND DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS NO VARIATIONS TE MODIFICATIONS rrHOUrPRI TO WORK SHOWN SHALL BE IMPLEMENTED WOF THIS PRIOR WRffTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DPAWING ARE SYMBOL DESCRIPTION SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERIY OF MORRISON n HERSHFlELD CORPORATION. NETHER MORRISON HERSHFIELD CIRCUIT BREAKER NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION RENEW OF THIS PRDJECr. ❑� NON -FUSIBLE DISCONNECT SWITCH [F}' FUSIBLE DISCONNECT SWITCH RO SURFACE MOUNTED PANEL BOARD ���cS; TR TRANSFORMER : ll ® KILOWATT HOUR METER_�� r DENOTES CABLE OR CONDUIT TURNING UP IN PLAN VIEW 7 DENOTES CABLE OR CONDUIT TURNING DOWN IN PLAN VIEW !VORE�iO'�V��'� JB JUNCTION BOX �y (�� y ♦�_ PB PULL BOX TO NEC/TELCO STANDARDS y [ 41VC E GO � - OH - OVERHEAD UTILITIES - UGT - UNDERGROUND TELCO UGP UNDERGROUND POWER - UGP/UGT - UNDERGROUND POWER/TELCO DENOTES REFERENCE NOTE CONSTRUCTION • EXOTHERMIC WELD CONNECTION 3 1 01/21/19 UPDATED PER NEW RFDS ■ MECHANICAL CONNECTION (eg LUG, C -TAP) 2 05/23/17 ISSUED FOR CONSTRUCTION GROUND ROD 1 05/11/17 ISSUED FOR CONSTRUCTION i1H-Q GROUND ROD WITH INSPECTION SLEEVES 0 04/25/17 ISSUED FOR CONSTRUCTION �F GROUND BAR $[ PIN AND SLEEVE RECEPTACLE 8 04/13/17 ISSUED FOR REVIEW -- - GROUND CONDUCTOR A 03/09/17 ISSUED FOR REVIEW No. Date Revision Client • • • I •• verizonv • a i c ABBREVIATIONS • • • IrAplementotion'z)T�)anr goes • 4•• • o AFG ABOVE FINISHED GRADE • • • • AIC AMPERE INTERRUPTING CAPACITY •••• • Land '• BFG BELOW FINISHED GRADE • C CONDUIT • • • • S`I'B "^""`�S CRGB CELL REFERENCE GROUND BAR • • • Noxthwest CU COPPER • C/W COMPLETE WITH A&E Team: D.T.T. DRY TYPE TRANSFORMER EC EMPTY CONDUIT G GROUND MORRISON HERSHFIELD GE GROUNDING ELECTRODE 5100 SW MACADAM AVE, SUITE 500 PORTLAND, OR 97239 GEC GROUNDING ELECTRODE CONDUCTOR Tel: 503.595.9128 GRC GALVANIZED RIGID CONDUIT w V.morrlsonhemhfield.wrn MTS MANUAL TRANSFER SWITCH Project Info: NEC NATIONAL ELECTRICAL CODE E U G 0/H OVERHEAD RIDGECREST RNC RIGID NON-METALLIC CONDUIT (SCHEDULE 80 PVC) 4680 MAIN SF SO SERVICE DISCONNECT SWITCH SPRINGFIELD, OR 97477 SE SERVICE ENTRANCE Drawing Title: SN SOLID NEUTRAL TCB TELCO GROUND BAR TEGB TOWER EXIT GROUND BAR TR TRANSFORMER ELECTRICAL NOTES NSS TRANSIENT VOLTAGE SURGE SUPPRESSOR AND SYMBOLS TYP TYPICAL WP WEATHERPROOF - NEMA 3R Project Number. Start Date: U/G UNDERGROUND 190017200 02/13/17 PPC POWER PROTECTION SHELTER Drafter. Designer. LW RB No: 3 1 E-1 ONEW SITE TECH CABINET TO BE MOUNTED ON H—FRAME. L O NEW 3'x3'x12" NEMA -3R TELCO ENCLOSURE MOUNTED ON H—FRAME FOR FIBER. OPROPOSED 4" PVC CONDUIT WITH (3) 1-1/4" INNERDUCTS AND TRACEABLE MULE TAPE FROM NEMA -3R TELCO ENCLOSURE TO PDU CABINET. ONEW (2) #12 AWG CU. AND (1) #12 AWG CU. GROUND IN 1/2" RNC. CIRCUIT PP1-10. ONOT USED. O NOT USED. O PROPOSED TELCO CONDUIT STUBBED UP AT RIGHT OF WAY. COORDINATE WITH FIBER PROVIDER FOR NEW TELCO SERVICE. ORE—USE EXISTING OR PROVIDE NEW (3) #3/0 AWG CU. IN MINIMUM 2" RNC. OEXISTING UTILITY COMPANY SUB POWER VAULT. COORDINATE WITH UTILITY FOR NEW 120/24OV-10-3W, 200A UNDERGROUND SERVICE TO VERIZON WIRELESS METER. 10 NEW 3—SOURCE (ILC) INTEGRATED LOAD CENTER, NEMA -3R PPC LOAD CENTER (PANEL "PPI") COMPLETE WITH AN INTEGRATED AUTOMATIC TRANSFER SWITCH, A 20OA-2P UTILITY MAIN CIRCUIT BREAKER & (2) 20OA-2P EMERGENCY MAIN CIRCUIT BREAKERS. MECHANICAL INTERLOCKED FOR TRANSFER TO GEN. PLUG. 11 NOT USED. 12 3-3/0, + 1#6 GROUND, 2"C. PROVIDE RNC B.F.G. AND RGS A.F.G. 13 NEW 2P -200A MAIN CIRCUIT BREAKER IN EXISTING METER/MAIN CIRCUIT BREAKER COMBO WITH INTERRUPTING CAPACITY=100K AIC, LABEL "VERIZON WIRELESS MAIN" 1a NEW 120/24OV-10-3W, 200A RATED METER/MAIN CIRCUIT BREAKER COMBO. 15 NEW 200A CAPACITY 24OV-10 NEMA 3R METER SOCKET PER POWER CO. REQUIREMENTS. 16 PROPOSED (2) 4" PVC CONDUITS EACH WITH (3) 1-1/4" INNERDUCTS AND TRACEABLE MULE TAPE FROM NEMA -3R TELCO ENCLOSURE TO R.O.W. INSTALL CONDUITS IN A 36" BELOW GRADE TRENCH. COORDINATE EXACT REQUIREMENTS WITH FIBER PROVIDER. 17 BOND TO GROUND RING W/#2 AWG SOLID TINNED COPPER. 16 NEW MIN. #4 AWG CU TO (2) 5/8"X10' COPPER CLAD RODS SPACED A MINIMUM OF 6' APART. VERIFY IN FIELD. 19 NEW 24"x36" HANDHOLE FOR FIBER AT THE EDGE OF RIGHT OF WAY IN PLANTING STRIP. COORDINATE ALL REQUIRED WITH FIBER PROVIDER. 20 NEW 2" CONDUIT FOR EQUIPMENT CABINET REFER TO LOAD CENTER DIAG. SHEET E-5 21 CONDUITS TO BE PLACED IN A 36" BELOW GRADE TRENCH & EXTENDED TO THE LEASE AREA FOLLOWING THE EXISTING ACCESS/UTILITY EASEMENT. UTILIZE EXISTING SAW CUT & PATCH WHEREEVER POSSIBLE. 22 NEW POST MOUNTED LIGHT (LITHONIA CAT #HFL1—LED—Pt-40K—WFL—MVOLT OR EQUIVALENT) (TYP OF 1) 23 NEW 4 TO 6 HOURS CRANK TIMER LIGHT SWITCH IN WEATHERPROOF ENCLOSURE. 24 CONTRACTOR TO ARRANGE TO PAY FOR UNDERGROUND UTILITY LOCATION SURVEYS FOR ALL TRENCHING. REUSE NATIVE BACKFILL AND REINSTATE TO ORIGINAL CONDITION. INSTALL 6' WIDE METALLIC LINE RED PLASTIC MARKER TAPE 8" ABOVE ALL BURIED CONDUIT. 25 EXISTING H—FRAME. 26 NEW POWER ENCLOSURE. 27 NEW BATTERY ENCLOSURE. UTILITY ROUTING NOTE: CONDUIT ROUTES AND SPECIFICATIONS FROM VERIZON WIRELESS COMPOUND TO UTILITY MEET POINT ARE PER THE REQUIREMENTS PROVIDED IN THE UTILITY COORDINATION REPORT BY R&W ENGINEERING, DATED 02/29/17 ELECTRICAL REFERENCE NOTES 12 11 x17= S� = 4:-o- 2 I I I I r DO NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMMONS. NO VARIATIONS OR. MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON l HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD ITl``i NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. N -0 PRgF,� 4k f �- ' 51504 - r O EQO.Ne�' • " 'SAY 1.1" yL Is 96 cl, 'elmzon� 1 • a • • • Inplementation:9L3On°.: • — •• P 0 e• s• •••• : Land • so •4 .... Swvi�:es '. i as • Northwest •; a MORRISON HERSHFIELD 5100 SW MACADAM AVE, SUITE 500 PORTLAND, OR 97239 Tel: 503.595.9128 ViuAV.m.,Hs nhemhfield. EUG RIDGECREST 4880 MAIN ST SPRINGFIELD, OR 97477 ELECTRICAL SITE PLAN 90017200 [02/13/17 NOTES: SS LC 1. PROVIDE 17"x30" CONCRETE Revision No: Sheet No: PULL—BOXES AT EVERY OTHER BEND OR AS REQUIRED BY UTILITY COMPANY ELECTRICAL SITE PLAN 11—� CONSTRUCTION 3 01/21/19 UPDATED PER NEW RFOS 2 05/23/17 ISSUED FOR CONSTRUCTION 1 05/11/17 ISSUED FOR CONSTRUCTION 0 04/25/17 ISSUED FOR CONSTRUCTION B 04/13/17 ISSUED FOR REVIEW A 03/09/17 ISSUED FOR REVIEW No. Date Revision Client: • i • • • t • • • s • Is 96 cl, 'elmzon� 1 • a • • • Inplementation:9L3On°.: • — •• P 0 e• s• •••• : Land • so •4 .... Swvi�:es '. i as • Northwest •; a MORRISON HERSHFIELD 5100 SW MACADAM AVE, SUITE 500 PORTLAND, OR 97239 Tel: 503.595.9128 ViuAV.m.,Hs nhemhfield. EUG RIDGECREST 4880 MAIN ST SPRINGFIELD, OR 97477 ELECTRICAL SITE PLAN 90017200 [02/13/17 NOTES: SS LC 1. PROVIDE 17"x30" CONCRETE Revision No: Sheet No: PULL—BOXES AT EVERY OTHER BEND OR AS REQUIRED BY UTILITY COMPANY ELECTRICAL SITE PLAN 11—� 00 NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR 1 NEW SITE TECH CABINET TO BE MOUNTED ON H -FRAME. - OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORT( SHOWN SHALL BE IMPLEMENTED WITH aur PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE R O2 NEW 3'x3'.12" NEMA -3R TELCO ENCLOSURE MOUNTED ON H -FRAME FOR FIBER. x O SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON O3 ( ) /-�` PROPOSED 4" PVC CONDUIT WITH 3 1-1 4" INNERDUCTS AND TRACEABLE MULE TAPE �- --. ..-_--_-____—._—_________. -� �. W-�-1� HEiSHFIE1D CORPORATION. NEITHER MORRISON HERSHFIEID NOR THE ARGHTIECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. FROM NEMA -3R TELCO ENCLOSURE TO PDU CABINET. _ -- — �.� xPR O NEW (2) #12 AWG CU. AND (1) #12 AWG CU. GROUND IN 1/2" RNC. CIRCUIT PP1-10. O NOT USED. _x X —x x� O ONOT USED. k 11 + I = -1504 O PROPOSED TELCO CONDUIT STUBBED UP AT RIGHT OF WAY. COORDINATE WITH FIBERI PROVIDER FOR NEW TELCO SERVICE. 27 r eO RE -USE EXISTING OR PROVIDE NEW (3) #3/0 AWG CU. IN MINIMUM 2" RNC. <i / II O9 10 EXISTING UTILrrY COMPANY SUB POWER VAULT. COORDINATE WITH UTILITY FOR NEW 120/24OV-10-3W, 200A UNDERGROUND SERVICE TO VERIZON WIRELESS METER. NEW 3 -SOURCE (ILC) INTEGRATED LOAD CENTER, NEMA -3R PPC LOAD CENTER (PANEL "PPI') COMPLETE WITH AN -INTEGRATED AUTOMATIC TRANSFER SWITCH, A 20OA-2P UTILITY 22 OL 23 II !' L Ii � xO \ ii II .�Ii� �� 1 ��I .+L OREGON ( LL( 1 Q AI E MAIN CIRCUIT BREAKER & (2) 20OA-2P EMERGENCY MAIN CIRCUIT BREAKERS. MECHANICAL �1 r - 11 12 INTERLOCKED FOR TRANSFER TO GEN. PLUG. NOT USED. 3-3/0, + 1#6 GROUND, 2"C. PROVIDE. RNC B.F.G. AND RGS A.F.G. / I t SEE SHEET E-2 21 ill 24 FOR CONTINUATION UGT 16 24 PRI -10 �- T _ "�� 3 I _-' - - UGT;_ x uGr — — , ucr z4 I. m u 13 NEW 2P -200A MAIN CIRCUIT BREAKER IN EXISTING METER/MAIN CIRCUIT BREAKER COMBO WITH INTERRUPTING CAPACDY=100K AIC, LABEL 'VERIZON WIRELESS MAIN" UGr UGT UGT UGT UGT " UGT ` UGT "U"_ , xo � 1 III I III CONSTRUCTION U I X a 3 01/21/19 UPDATED PER NEW REDS 14 NEW 120/24OV-10-3W, 200A RATED METER/MAIN CIRCUIT BREAKER COMBO. Uar UUP UGT _� UGT "` i5 2 05/23/17 ISSUED FOR CONSTRUCTION 15 NEW 200A CAPACITY 240V-10 NEMA 3R METER SOCKET PER POWER CO. REQUIREMENTS. �I UGT U �?� s -til f IGT 1 05/11/17 ISSUED FOR CONSTRUCTION 16 PROPOSED (FR 4" PVC CONDUITS EACH WITH (3) R.O.W. INSTALL CO AND TRACEABLE MULE TAPE FROM NEMA -3R TELCO ENCLOSURE TO R.O.W. INSTALL CONDUITS INA 36" p / / a UG` -- L:. ,I. -.--III-�' 0 04/25/17 ISSUED FOR CONSTRUCTION 17 BELOW GRADE TRENCH. COORDINATE EXACT REQUIREMENTS WITH FIBER PROVIDER. BOND TO GROUND RING W/#2 AWG SOLID TINNED COPPER. COPPER + x 15 13 1; B 04/13/17 ISSUED FOR REVIEW A 03/09/17 ISSUED FOR REVIEW 18 NEW MIN. #4 AWG CU TO (2) 5/8"X70' CLAD RODS SPACED A MINIMUM OF 6'-.I APART. VERIFY IN FIELD. _ I _;_I 12 19 NEW 24"06" HANDHOLE FOR FIBER AT THE EDGE OF RIGHT OF WAY IN PLANTING STRIP. COORDINATE ALL REQUIRED WITH FIBER PROVIDER. 0\ \ I J UGP —UGP UC s • No. Date •��§evislon N..I • *go* 20 21 NEW 2" CONDUIT FOR EQUIPMENT CABINET REFER TO LOAD CENTER DIAD. SHEET E-5 CONDUITS TO BE PLACED INA 36" BELOW GRADE TRENCH &EXTENDED TO THE LEASE T PACHFWHE EIEVER POSSIBLE.G ACCESS/UTILITY EASEMENT. UTILIZE EXISTING SAW CUT & �, { X � �-\ O 8 24 • • •• I • • • • • IL M alonv 22 NEW POST MOUNTED LIGHT (LITHONIA CAT #HFL1-LED-P1-40K-WFL-MVOLT OR O - EQUIVALENT) (TYP OF 1) • • 23 24 NEW 4 TO 6 HOURS CRANK TIMER LIGHT SWITCH IN WEATHERPROOF ENCLOSURE. CONTRACTOR TO ARRANGE TO PAY FOR UNDERGROUND UTILITY LOCATION SURVEYS FOR y �� 1 10 \� x I I ••• • • • • • • ! • • • • • m �{e�Tm: Ig, • • plementatin 25 ALL TRENCHING. REUSE NATIVE BACKFILL AND REINSTATE TO ORIGINAL CONDITION. INSTALL 6" WIDE METALLIC LINE RED PLASTIC MARKER TAPE 8" ABOVE ALL BURIED CONDUIT. EXISTING H -FRAME. \ \ • �I O e• i • • : • < < • • Land • : * e • o i Services • • • • 26 NEW .POWER ENCLOSURE. SEE SHEET E-2 • " • Noflowest r'• 27 NEW BATTERY ENCLOSURE. FOR CONTINUATION • • 24"" SCALE: 3/8'=''-0" ELECTRICAL PLAN 3 A&E ream: o _D• 11"07" SCALE: 3/11 6. T• MAIN SWITCH INTERRUPT CAPACITY = 100K AICAr 1. ALL OVERCURRENT DEVICES SHALL BE RATED TO INTERRUPT A SHORT CIRCUIT CURRENT OF A MINIMUM 42,000 AMPS SYMMETRICAL MORRISON HERSHFIELD LOAD CALCULATIONS' MAXIMUM CONNECTED LOAD: 48 KVA 0 120/240 VOLT, 10 - 200 AMPS 5100 SW MACADAM AVE, SUITE 500 PORTLAND, OR 97239 (PER CURRENT DESIGN ) FRONT INITIAL DEMAND LOAD: 23.2 KVA ® 120/240 VOLT, 10 - 97 AMPS OF EXISTING Tel: 503.595.9128 www.monisonhershfleld.mm (ASSUMES A MAX. OF 4 RECTIFIERS POWERED) H -FRAME BACK OF EXISTING H -FRAME Project Info: 15 EUG 14 13 RIDGECREST 10 2 1 2s 4680 MAIN ST SPRINGFIELD, OR 97477 POWER ANDREW Drawing Tide: UTILITY ROUTING NOTE: O PDU CONDUIT ROUTES AND SPECIFICATIONS FROM VERIZON WIRELESS COMPOUND TO UTILfIY MEET POINT ARE PER THE 25 ^- ELECTRICAL PLAN, REQUIREMENTS PROVIDED IN THE UTILITY COORDINATION REPORT BY R&W ENGINEERING, DATED 02/29/17. I I FINISHED GRADE 9 19 NOTES AND RISER DIAGRAM c v 12 UGi UGT = UGT UGT — UGT UGT — ucr UGT U'r UGT Project Number. 190017200 Start Date: 02/13/17 1 g UGT UGT = GT UGT UGT UGT UGT UGT Drafter. Designer. UGP UGP UGP — GP — UGP UGP UGP LW � RB 17 21 Project Manager. Professional of Record: 20 3 24 24 16 IS 24 24 SS LC Revision No: Sheet No: 3 E-3 ELECTRICAL REFERENCE NOTES 2 NOT TO SCALE ;; 7" ELECTRICAL RISER DIAGRAM 1 SSCALE- CALE: NOT TO SCALE O APPROXIMATE LOCATION OF #2 AWG SOLID BARE TINNED GROUND RING. GROUND RING SHALL BE BURIED 30" BELOW THE FROST .LINE OR 30" BELOW GRADE, WHICHEVER IS GREATER. EXACT LOCATION AND NUMBER OF GROUND RODS TO BE DETERMINED ON SITE AND BASED ON "FALL OF POTENTIAL GROUND RESISTANCE METHOD' FOR RESISTANCE < 5 OHMS. UNLESS OTHERWISE NOTED, DRIVEN GROUND RODS ARE TO BE BURIED AT 16 FEET INTERVALS. O PROVIDE 3/4'x10'-0" LONG COPPER CLAD STEEL (COPPER WELD) GROUND ROD AS SHOWN. PROVIDE INSPECTION SLEEVE AT GROUND ROD TO SHOW BOND TO EXTERIOR BURIED GROUND RING (MINIMUM OF 4 INSPEC11ON SLEEVES/ SEE DETAIL B/E -7). INSTALL GROUND ROD TWO (2) FEET MINIMUM AWAY FROM ANY SLAB. INSTALL SO THAT TOP OF GROUND ROD IS 30" BELOW GRADE OR FROST LINE, WHICHEVER IS DEEPER. EXACT LOCATION AND NUMBER OF GROUND RODS TO BE ESTABUSHED ON SITE AND BASED ON "FALL OF POTENTIAL GROUND RESISTANCE METHOD" FOR RESISTANCE < 5 OHMS. UNLESS OTHERWISE NOTED, DRIVEN GROUND RODS ARE BONDED TO THE BURIED GROUND RING AT 16 FEET INTERVALS. OTOWER GROUND RING SHALL BE SPACED A MINIMUM OF 2'-0' FROM TOWER FOUNDATION. O4 BOND RRU TO ANTENNA GROUND BAR WITH A #2 GREEN JACKET STRANDED COPPER CONDUCTOR. O #2 AWG GROUND FROM SERVICE ENTRANCE GROUND ELECTRODE TO EXTERNAL GROUND RING. O#2 AWG FROM H—FRAME TO EXTERNAL GROUND RING (TYP OF (2) PLACES). O7 #2 AWG GROUND FROM ICE BRIDGE VERTICAL POSTS TO EXTERNAL GROUND RING (TYPICAL). O #2 AWG GROUND FROM VERTICAL FENCE POST TO EXTERNAL GROUND RING. O EQUIPMENT GROUND RING AND TOWER GROUND RING SHALL BE BONDED TOGETHER IN AT LEAST TWO (2) POINTS USING A #2 AWG SOLID BARE TINNED COPPER CONDUCTOR. 10 BOND TO EQUIPMENT CABINET ENCLOSURE USING A MANUF. APPROVED CONNECTION WITH (2) # 2 AWG SOLID BARE TINNED COPPER CONDUCTORS AND EXOTHERMICALLY WELD TO GROUND RING. ti REFER TO STRUCTURAL AND ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ANTENNA(S) AND ANTENNA SUPPORTS FRAME. 12 EXTEND GROUNDING CONDUCTOR TO ANTENNA LOCATIONS AND BOND TO ANTENNA PIPE MOUNT. USE AN EXOTHERMIC WELD AT ANTENNA PIPE MOUNT. SUPPORT CONDUCTOR AS REQUIRED EVERY TWO (2) FEET MINIMUM. 13 PROVIDE #2 SOLID BARE TINNED COPPER CONDUCTOR FROM TEGB TO TOWER GROUND RING. TYPICAL OF TWO (2). 14 PROVIDE ANTENNA CABLE GROUND BAR. BOND ANTENNA CABLE GROUNDING KITS TO GROUND BAR. CONNECTION SHALL BE THE RESPONSIBILITY OF THE ANTENNA CABLE INSTALLER. BOND GROUND BAR TO TOWER USING ONE(1) #2 AWG SOLD TINNED COPPER CONDUCTOR. PROVIDE A U.L. LISTED CONNECTOR SUITABLE FOR THE MATERIALS BEING CONNECTED. PROVIDE EXOTHERMIC WELDS FOR BONDS TO STEEL BEAM OR FRAME. 15 THE TOWER EXIT GROUND BUS BAR (TEGB) SHALL BE INSTALLED BELOW THE TRANSMISSION LINE GROUND KITS, NEAR THE AREA OF THE TOWER AT THE POINT WHERE THE ANTENNA TRANSMISSION LINES TRANSITION FROM THE TOWER TO THE CABINETS. VERIFY EXACT LOCATION OF GROUNDING BAR FOR PROPER CONDUCTOR LENGTH. GROUNDING BAR PROVIDED BY THE ANTENNA CABLE INSTALLER. FINAL EXOTHERMIC WELD FROM THE BURIED GROUNDING RING TO GROUND BAR SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. COORDINATE WITH ANTENNA CABLE INSTALLER FOR SCHEDULE TO MAKE CONNECTION. PROVIDE 3/4" PVC SLEEVE WITH SWEEP BEND IN NEW ANTENNA BASE INSTALLATIONS FOR CONNECTION OF TEGB TO TOWER GROUND RING. 16 EXTEND GROUNDING CONDUCTORS TO REMAINING SECTOR ANTENNA PIPE MOUNT LOCATIONS AND BOND WITH EXOTHERMIC WELDS TO ANTENNA PIPE MOUNT. SUPPORT CONDUCTOR AS REQUIRED EVERY TWO FEET MINIMUM. 17 THE TOWER STRUCTURE STEEL SHALL BE UTILIZED FOR DISSIPATING THE LIGHTNING ENERGY. THE TOWER GROUND BARS FOR ANTENNA GROUNDING SHALL BE DIRECTLY FASTENED TO THE STEEL STRUCTURE WITH STAINLESS STEEL HARDWARE &/OR ANGLE ADAPTORS (E.G. PIROD/VALMONT PART #157105 OR EQUIV. — W/O "CHERRY' INSULATORS. THIS TYPE OF INSTALLATION SPECIFICALLY PRECLUDES THE USE OF INSULATORS BETWEEN THE TOWER STRUCTURE & THE GROUND BARS & DOES NOT ALLOW ANY DRILLING OF WELDING TO THE TOWER. NOTE: NO SOILS RESISTIVITY TESTING WAS PROVIDED AT THE TIME OF THIS DESIGN. 245x36" SCALE NOT TO SCALE 117x17' SCALE. NOT TO SCALE X_ -x - GROUNDING NOTES 1 2 1;1"07" SCCALE. 1/8- k \ I 1 JC SE GROUND I. I ° ELECTRODES I e L \ I .� �x \� x TYP ° ° DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMLSSIO S. NO VARIATIONS OR MODIncApoKs TO WORK SHOWN SHALL BE IMPLEMENTED WrrHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFlfIATIONS REWN THE PROPERTY OF MORRISON N HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION RENEW OF 11115 PROJECT. Il OREGON � � <,gNCE GCO CONSTRUCTION 3 01/21/19 UPDATED PER NEW RFDS 2 05/23/17 ISSUED FOR CONSTRUCTION 1 05/11/17 ISSUED FOR CONSTRUCTION 0 1 04/25/17 ISSUED FOR CONSTRUCTION B 04/13/17 ISSUED FOR REVIEW A 03/09/17 JISSUED FOR REVIEW No. Date • Jgevislon _ - • • G,)lelt, • • • • • 000 y rm . • •• • •••• • • •••_ • • ImplementaK,o0 ,Trpm: -- ' - as* (be 0000 • • Land • ••.. • Ser'viIca es • • Not�yyest • • GROUNDING PLAN 1 1 �'ri MORRISON HERSHFIELD 5100 SW MACADAM AVE, SUITE 500 PORTLAND, OR 97239 Tel: 503.595.9128 W W w.morrisonhemhfield.wm EUG RIDGECREST 4680 AWN ST SPRINGFIELD, OR 97477 GROUNDING PLAN AND NOTES 90017200 102/13/17 3 I E-4 POWER CABINET PANEL SCHEDULE PANEL PP -1 °°NEGNSANDADVISECONSUTANTS FANYERORS DIMENSIONS AND RAVINE CONSULTANTS OF ST ERRORS OR BUS VA BUS NOTES - BUS VA LOAD WIRE GND CORD AMPS PANEL PP -1 IS INCORPORATED INTO THE INTEGRATED LOAD CENTER (ILC). AMPS COND GNO WIRE LOAD A B A B A I B 2792 =-' ANDREW PDU/BATF CABINET #6 #8 2" 40 1 2 60 1' #10 #6 SURGE ARRESTOR 0 --" -- - - 2792 RECTIFIERS ** 3 F 4 NOT USED 4 ' SCALE: 11%117" - 0 2792 ` — = ANDREW PDU/BATT CABINET #6 #8 2' 40 5 6 20 1/2" #12 #12 TELCO CR RECEPTACLE 180 = 2792 RECTIFIERS •• . .••••• 7 B 20 1/2" #12 #12 TELCO CABINET FAN = 180_ 2792 --__- ANDREW PDU/BATT CABINET #6 #5 2' 40 9 10 20 1/2" #12 #12 EXTERIOR LIGHT 166 _- 2792 RECTIFIERS ++ 11 12 - - - - SPACE - 2792 - — ANDREW PDU/BATT CABINET #6 #8 2" 40 13 14 - - - - SPACE - 2792 RECTIFIERS +' 15 16 _ - - - SPACE - - - - SPACE - - - - 17 18 - - - - SPACE DRILL WAVE GUIDE GRATING IF -- - SPACE - - - - 19 20 - - - - SPACE - 180 RECEPTACLE INSIDE POU CABINET ++ #10 #10 2" 20 21 22 - - - - SPACE - 180 RECEPTACLE INSIDE BATTERY CABINET ++ #10 #10 2" 20 23 24 - - - - SPACE = - - SPACE - - - - 25 26 _ _ - - SPACE - ----- - SPACE - - - - 27 28 - - - - SPACE -- - --� SPACE - - - - ^ 29 30 - - - - SPACE - - - - SPACE - - - - 31 32 _ _ _ - SPACE - -- = SPACE - - - - 33 34 - _ _ - SPACE - _ - - SPACE - - - - 35 36 _ _ _ - SPACE - - - SPACE - - - - 37 38 - - - - SPACE - - - - SPACE - - - - 39 40 - - - - SPACE - - —� SPACE - - - - 41 42 (ACTUAL NUMBER - TOTAL VA: BUS A 11694 BUS B 11528 CONNECTED VA: 23222 AMPERES: BUS A 97 BUS B 96 TOTAL 97 # RATED VOLTAGE: ❑ 120/208 E 120/240 ❑ 277/480 1 PHASE, 3 WIRE BRANCH POLES ❑ 12 ❑ 18 ❑ 20 ❑ 24 1130 ❑36 042 CABLE SUPPORT RATED AMPS: ❑ 100 M 200 ❑ 400 CABINET: V SURFACE ❑ FLUSH I I I I I I GROUND RING (TYP) DETAILS & FULL NEUTRAL BUS ■ GROUND BUS HINGED DOOR KEYED DOOR LATCH ENCLOSURE TYPE NEMA -3R = PANEL SCHEDULE BRANCH DEVICES ❑ FUSED E CIRCUIT BREAKER NUT AND LOCK WASHER WAVE GUIDE MOUNTED COMBINATION (TYPICAL) ❑ MAIN LUGS ONLY MAIN 200A 0 BREAKER ❑ FUSED SWITCH GROUND BAR PLATE. A �.J SECTION A -A ALL BREAKERS MUST BE RATED TO INTERRUPT A SHORT CIRCUIT CURRENT OF MINIMUM 42,000 AMPS SYMMETRICAL. SUSPEND BELOW LOWEST ROW OF ANTENNA GROUNDING CABLE NOTE: SEE SHEET C-3 FOR CONSTRUCTION ACCEPTABLE MANUFACTURER/MODEL: INTERSECT MODEL: D300L Project Number. Start Date: CABLES. LACATE WITHINENNACCAB 2'-0' OF CLOSEST ICE SPECIFICATIONS FOR WAVEGUIDE SUPPORT CONDUITS ROUTED UNDERGROUND TO 4' CONDUIT TO FIBER CABINET OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERIY OF MORRISON HERSHFIELD CORPORATION. NETHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. PR (0) �LyG1rV�� A 1 504 P OREGON ' 4"V E C, CONSTRUCTION 3 01/21/19 UPDATED PER NEW RFDS 2 05/23/17 ISSUED FOR CONSTRUCTION 1 05/11/17 ISSUED FOR CONSTRUCTION 0 04/25/17 ISSUED FOR CONSTRUCTION B 04/13/17 ISSUED FOR REVIEW A 03/09/17 ISSUED FOR REVIEW No. Date • c ctevision 09;6* • • c tient • • •••• 0*09 • ■ NOTES - PANEL PP -1 IS INCORPORATED INTO THE INTEGRATED LOAD CENTER (ILC). ALL BREAKER POSITIONS TO BE POPULATED AS SHOWN ABOVE INCLUSIVE CIRCUIT BREAKERS INTENDED FOR OPTIONAL EQUIPMENT. ALL UNUSED BREAKERS TO BE LABELED "SPARE' • • ° • • • • • • (++) CIRCUITS ROUTED INSIDE SAME CONDUIT ImPlementakoa c7C.am: ~~� ;;:07" SCCALE...,, NOT n SCALE NOT USED 4 ' SCALE: 11%117" NOT TO SCALE PANEL SCHEDULE • 3• Land SCALE: NOT TO SCALE . .••••• 00"s Services No. #.i.Was*t. EXOTHERMIC WELD EXISTING H -FRAME METER/MAIN CIRCUIT BREAKER COMBO I A&E Team: ■ FINISHED GRADE IHn MORRISON HERSHFIELD WAVE GUIDE POST ELEVATION 5100 SW MACADAM AVE, SUITE 500 BONDING CONDUCTOR TO EQUIPMENT PAD DRILL WAVE GUIDE GRATING IF NEW IN PORTLAND, OR 97239 GROUND RING REQUIRED TO ALLOW INSTALLATION (ILC) OTELCO ENCLOSURE Tel: 503.595.9128 OF STAINLESS STEEL THREADED ROD INTEGRATED FOR FIBER www.morrisonhershfield.com LOAD CENTER WAVE GUIDE GRATING Project Info: FENDER WASHER TYP INLESS STEEL TA(TYPICAL EU G THREADED ROD EACH TOWARD WAVE GUIDE POST END OF GROUND BAR PLATE) EQUIPMENT PAD RIDG EC REST `ao 4680 AWN ST MIX SPRINGFIELD, OR 97477 A ANTENNA CABLE w o Drawing Title: T.O. FINISHED GRADE ANTENNA CABLE GROUNDING CABLE (ACTUAL NUMBER I I FULL THREADED ROD AS REQUIRED) # ELECTRICAL GUIDE MOUNTED AGROUND IIVE II I I I I I I CONDUCTOR TO GROUNDING CABLE SUPPORT COPPER BAR PLATE I I I I I I GROUND RING (TYP) DETAILS & = = PANEL SCHEDULE NUT AND LOCK WASHER WAVE GUIDE MOUNTED COMBINATION (TYPICAL) GROUND BAR PLATE. A �.J SECTION A -A SUSPEND BELOW LOWEST ROW OF ANTENNA GROUNDING CABLE NOTE: SEE SHEET C-3 FOR CONSTRUCTION - - Project Number. Start Date: CABLES. LACATE WITHINENNACCAB 2'-0' OF CLOSEST ICE SPECIFICATIONS FOR WAVEGUIDE SUPPORT CONDUITS ROUTED UNDERGROUND TO 4' CONDUIT TO FIBER CABINET 190017200 02/13/17 BRIDGING POST TO EQUIPMENT TYP. (2) 4' CONDUITS TO R.O.W. Drafter. Designer. ANTENNA CABLE COVER #2 AWG BARE TINNED SOLID 2' PVC CONDUIT TO 2" CONDUIT LW RB ASSEMBLY COPPER PIGTAIL ROUTE PIGTAIL SUCH AS TO AVOID 90' BENDS GEN. OUT PUT BREAKER # 4 GEC Project Manager. Professional of Record: BETWEEN GROUND BAR PLATE AND WAVE GUIDE POST NEW #2 AWG SOLID TINNED SS LC COPPER GROUND RING EXISTING MINIMUM 2' CONDUIT TO UTIUN SUB POWER VAULT, VERIFY IN FIELD Revision No: Sheet No: 3 E-5 WAVEGUIDE MOUNTED GROUND BAR PLATE INSTALLATION 21 ELECTRICAL EQUIPMENT ELEVATION 1 NOTES: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL 1. CONTRACTOR SHALL CONFIRM LIGHTNING PROTECTION DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS 1O WORK LAYOUT WITH VERIZON WIRELESS PROJECT MANAGER PRIOR SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN TO INSTALLATION APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE 2. ALL ANTENNA CABINETS ARE UL LISTED 1950 INFORMATION SUPERSEDED EIY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON TECHNOLOGY EQUIPMENT. ACCESSORY #9784HERSHFlFLD (1) 3.0' TRADE SIZE CORPORATION. NEITHER MORRISON HERSHFIEID NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION 3. ALL GROUNDING CONNECTIONS WITHIN THE EQUIPMENT (6) 1.5" TRADE SIZE KNOCKOUTS KNOCKOUT 3.63' ACTUAL REVIEW OF THE PROJECT. CABINETS SHALL BE PER THE GUIDELINES OF THE REAR ENCLOSURE WALL OTA. IN REAR OF ENCLOSURE -- BATTERY MANUFACTURERS SPECIFICATIONS. CABINET (8) .75' TRADE SIZE KNOCKOUTSPANELBOARD REAR ENCLOSURE WALL O (SQUARE—D), N4 200 AMP MAX, 30 SPACES PROFS 4��-0 q BATTERY ACC 1175F2 (OPTIONAL) '+C_ CABINET SUB—FEED LUGS 200 AMP MAX BRANCH CIRCUIT GROUND TERMINALS t{t 1`�� POWER NEUTRAL BONDING JUMPER O O CABINET (SHIPPED DISCONNECTED) L. TRANSFER SWITCH CONTROLLER Cj ®����� 200 AMP , 1 PHASE/3 WIRE p NORMAL SOURCE TRANSIENT GENERATOR INPUT RECEPTACLE VOLTAGE SURGE SUPPRESSOR `?• 'Qvgy 15 - REAR OF CABINET TYP EMERGENCY SOURCE (TVSS) ASCO 458 SERIES (6 MODE) ��'kWC�© CUSTOMER PROVIDED FEMALE PLUG 'Y V (D ACCESSORY 37P — APPLETON PN ACCESSORY 73VB1 AR30044—RS 4 WIRE/4 POLE CASE GROUND REVERSE SERVICE CONNECT CLAMP STYLE COVER --EMERGENCY SOURCE TRANSIENT VOLTAGE SURGE #2 TINNED SOUL COPPER SUPPRESSOR (TVSS) WIRE 50' MAX CONNECT ASCO 458 SERIES (6 MODE) TO #2 GROUND TYP POWER DISTRIBUTION BLOCK CONSTRUCTION NORMAL SOURCE "UTILITY' MAIN DISCONNECT CIRCUIT BREAKER 3 01/21/19 UPDATED PER NEW RFOS s 200A (SQUARE—D), JGL26200C O O 2 05/23/17 ISSUED FOR CONSTRUCTION O O O O O s 1 05/11/17 ISSUED FOR CONSTRUCTION O NEUTRAL BUSS EMERGENCY SOURCE #2 O TERMINATION ASSEMBLY 'PERMANENT" GENERATOR' 0 04/25/17 ISSUED FOR CONSTRUCTION O O O O � CIRCUIT BREAKER 200A ASCO D300 SERIES AUTOMATIC (SQUARE—D), JDL26200C TRANSFER SWITCH 200 AMP B 04/13/17 ISSUED FOR REVIEW • PROVIDE GROUND BAR OR BOND 8.6 INCHES WIRE BENDING SPACE - EMERGENCY SOURCE #1 p 03/09/17 ISSUED FOR REVIEW CABINETS DIRECTLY TO GROUND RING SUITABLE FOR UP TO (1) 250 'PORTABLE' GENERATOR' MCM CONDUCTOR PER PHASE CIRCUIT BREAKER 200A EXTEND TO GROUND RING W/ (SQUARE—D), JDL26200C No. Date •. eReviaion 00440 (2) 12 AWG SOLID BARE NOTE: FRONT EXTERIOR DOOR AND • • Client: a T TINNED COPPER CONDUCTORS GENERATOR PLUG TO BE LOCATED TOP • • • • • • • • (TYP) COMPARTMENT REMOTELY CONSULT/MFR TO PROVIDE PANEL REMOVED SWING v i • • +g • • J—BOX SO AS NOT TO VIOLATE UL LABEL • verm [3hW 24'x36' SCALE: NOT TO SCALE POWER TRANSFER INTEGRATED LOAD CENTER DETAIL 1.3 11'x17' SCALE: NOT TO SCALE ^ 666619 ••• • •• ••,• m�Iementai7atl�Trlam: 24'x36' SCALE: NOT TO SCALE ELECTRICAL LPS DETAIL 4 11'x17' SCALE: NOT TO SCALE �_•• Land• • •• • Services • • s Noifi"st • ANTENNA COAX CABLES GPS ANTENNA A&E Team: WAVEGUIDE BRIDGE R FP ANTENNA COAX JUMPER MORRISON HERSHFIELq.. 5100 SW MACADAM AVE, SUITE 500 PORTLAND, OR 97239 Tel: 503.595.9128 W W W.mordsonhemhfield.com Project Info: ANTENNA COAXIAL GROUNDS UG RADIO ANTENNA COAXIAL RIDGECREST CABINET GROUND BAR 4880 MAIN ST #2 AWG TINNED SOLID SPRINGFIELD, OR 97477 COPPER IN 3/4' PVC EXOTHERMICALLY WELDED TO Drawing Title: GROUND RING ELECTRICAL & #2 AWG TINNED SOLID GROUNDING COPPER EXOTHERMICALLY WELDED TO GROUND RING DETAILS Project Number. Start Date: #2 AWG TINNED SOLID _/1 COPPER EXOTHERMICALLY 190017200 02/13/17 WELDED TO GROUND RING Drafter. Designer. LW RB Project Manager. Professional of Record: SS LC Revision No: Sheet No: 3 E-6 NOT TO SCALE 11"x17 SCALE. WAVEGUIDE BRIDGE 12124 NOT USED 1 SCALE NOT To SCALE FINISH GRADE TOP OF GRAVEL 30" DEEP INSPECTION WELL OR EQUIVALENT TYPE TA TYPE VN TYPE NC TYPE 55 -III=III=III= 11=III=III=III= �—III—III—III —III— = MAIN CONDUCTOR, - aoo ,000 — 0 0 0 COPPER CABLE o -III—III— o 0 0000 ,000 11—III=1 11- -III=TIL oo° °o°o °o 0'111= - o Q o 3/4" CRUSHED STONE OR o ;o -III j o0 00° - o EQUAL FILL TEST WELL TO m io°oo 000 po°o WITHIN 8` OF TOP 0o0 oo TYPE W TYPE VS TYPE VB TYPE PT 000: o°oo o. #2 SOLID TINNED 'O o oo' oo COPPER CONDUCTOR o8o o o 8 EXOTHERMIC WELDED L CONNECTION (TYPE—GT) TYPE GYTYPE �CO PER WIR2 AWG EID TINNED EXOTHERMIC WELD CONNECTION TO GROUND ROD 3/4"x10' COPPER CLAD GROUND ROD CADWELD CONNECTION (TYPE—PT) 24"x36' SCALE: NOT TO SCALE CADWELD GRND CONNECTION DETAIL 9 111707• SSCALE NOT M SCALE CALE, NOT TO SCALE GRND ROD WITH ACCESS AREA � 8 11107: SCALE- A� No TO SC 11"x17" SCALE NOT TO SCALE NEW COAXIAL GROUND KITS W/ LONG BARREL COMPRESSION DOUBLE LUGS, ATTACH TO GROUND BAR & NOTE: COAT ALL MECHANICAL CONNECTIONS INSTALL BY ANTENNA CONTRACTOR (CADWELD TYPE—GL) WITH "N00%` OR APPROVED EQUAL r NEW 4`x24"x1/4" THK COPPER GROUND O BAR, INSTALLED BY GENERAL CONTRACTOR O 0000 OO O O O O O O O 0000 < O 0000 O O O O O O O O O O 000 000 0 0 0 0 0 0 0 0 0 0 0 0 41 Fl n 10 10 EXOTHERMIC WELD (TYP.) 24"38" SCALE NOT TO SCALE 11'07` SCALE. NOT TO SCALE 24"x38• SCALE NOT TO SCALE 11"x17' SCALE: NOT TO SCALE I I #2 AWG SOLID BARE TINNED ------ COPPER GROUND WIRE COAX JUMPER (TYP.) TO ANTENNAS Do SCALENOT SE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEIIENIED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. PR��S �' CALDWELD TYPE "GT" 71504 -_¢ -- CADWELD TYPE 7A" f2 C7_qtCUV 3/4"x1O' COPPER CLAD A?v 4 3 � V STEEL GROUND ROD 44 t ICE 0 CONSTRUCTION 3 01/21/19 UPDATED PER NEW RFDS 2 05/23/17 ISSUED FOR CONSTRUCTION GROUND RING BOND 17 N (TYPICALLY) \� 12" TO 24" Nd 120" MAX. ANTENNA CABLE CABLE CONNECTOR WEATHERPROOFING KIT (SEE NOTE 3) #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO CABLE GROUND KR GROUND BAR). SEE NOTE 1 & 2 GROUND BAR DETAIL 6 11"07" � NOT TO S GRND CABLE CONNECTION 5 11"xl7: SOCALE. NOT TO S� FINISHED GRADE, OR GROUND TRENCH COVER MATCH SLOPE AND CAUTIONARY TAPE THICKNESS OF EXISTING � COMPACTED BACKFILL W/ SATISFACTORY NATIVE OR IMPORTED SOIL n — - TELEPHONE CONDUITS COMPACTED SAND ELECTRICAL CONDUITS COMPACTED SAND BED 3" MIN. 6" MIN. TYP TYP NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KR SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 3. WEATHER PROOFING SHALL BE TWO—PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. NOTES: 1. GROUND UNE TO BE A MIN. OF 30' OR BELOW FROST LINE, WHICHEVER IS DEEPER. 2. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED 45 DEGREES FROM THE VERTICAL. 1 05/11/17 ISSUED FOR CONSTRUCTION 0 04/25/17 ISSUED FOR CONSTRUCTION B 04/13/17 ISSUED FOR REVIEW A 03/09/17 ISSUED FOR REVIEW No. Dake • • Revision • • • • o n •be •oo10• • •• •• IlementoU66 'ream: ••,>• egos • ....1>• LacW•-• .. . • • Sejvipps NoW, s COAX CABLE GROUNDING 14 GRADE WEATHERPROOFING r —YY-- KR (TYP.) CONNECTOR EXOTHERMIC WELD GROUND KIT (TVP.) WEATHERPROOFING KR (TYP.) SEE NOTE 2 BCW SOLID, TINNED #6 AWG ANTENNA CABLE TO - BTS EQUIPMENT (TYP.) ISOLATE FROM TOWER MINIMUM 3/4"x10'—D" HALO W/ #2 TO LOWER TOWER BUS BAR —� COPPER ANTENNA GROUND '_ BAR, WITH INSULATORS. L- — TO GROUND RING DO NOT INSTALL CABLE GROUND KR AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. WEATHER PROOFING SHALL BE TWO—PART TAPE KIT. COLD SHRINK SHALL NOT BE USED. Do SCALENOT SE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEIIENIED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. PR��S �' CALDWELD TYPE "GT" 71504 -_¢ -- CADWELD TYPE 7A" f2 C7_qtCUV 3/4"x1O' COPPER CLAD A?v 4 3 � V STEEL GROUND ROD 44 t ICE 0 CONSTRUCTION 3 01/21/19 UPDATED PER NEW RFDS 2 05/23/17 ISSUED FOR CONSTRUCTION GROUND RING BOND 17 N (TYPICALLY) \� 12" TO 24" Nd 120" MAX. ANTENNA CABLE CABLE CONNECTOR WEATHERPROOFING KIT (SEE NOTE 3) #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO CABLE GROUND KR GROUND BAR). SEE NOTE 1 & 2 GROUND BAR DETAIL 6 11"07" � NOT TO S GRND CABLE CONNECTION 5 11"xl7: SOCALE. NOT TO S� FINISHED GRADE, OR GROUND TRENCH COVER MATCH SLOPE AND CAUTIONARY TAPE THICKNESS OF EXISTING � COMPACTED BACKFILL W/ SATISFACTORY NATIVE OR IMPORTED SOIL n — - TELEPHONE CONDUITS COMPACTED SAND ELECTRICAL CONDUITS COMPACTED SAND BED 3" MIN. 6" MIN. TYP TYP NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KR SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 3. WEATHER PROOFING SHALL BE TWO—PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. NOTES: 1. GROUND UNE TO BE A MIN. OF 30' OR BELOW FROST LINE, WHICHEVER IS DEEPER. 2. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED 45 DEGREES FROM THE VERTICAL. 1 05/11/17 ISSUED FOR CONSTRUCTION 0 04/25/17 ISSUED FOR CONSTRUCTION B 04/13/17 ISSUED FOR REVIEW A 03/09/17 ISSUED FOR REVIEW No. Dake • • Revision • • • • o n •be •oo10• • •• •• IlementoU66 'ream: ••,>• egos • ....1>• LacW•-• .. . • • Sejvipps NoW, s COAX CABLE GROUNDING 14 NOT USED 1 3 1l'Xl7' � NOT S� POWER/TELCO TRENCH f 2 11"X17" SCALE NOT SCALE GROUND ROD 1 1 �� MORRISON HERSHFIELD 5100 SW MACADAM AVE, SUITE 500 PORTLAND, OR 97239 Tel: 503.595.9128 www.morrisanhershfield.oam EUG RIDGECREST 4880 AWN Sr SPRINGFIELD, OR 97477 ELECTRICAL & GROUNDING D ETAI LS 190017200 102/13/17 Drafter. Designer. LW RB 3 I E-7 GRADE r —YY-- Z. w EXOTHERMIC WELD RING GROUND 2 AWG BCW SOLID, TINNED GROUND ROD COPPER CLAD STEEL ROD WITH MINIMUM 3/4"x10'—D" NOT USED 1 3 1l'Xl7' � NOT S� POWER/TELCO TRENCH f 2 11"X17" SCALE NOT SCALE GROUND ROD 1 1 �� MORRISON HERSHFIELD 5100 SW MACADAM AVE, SUITE 500 PORTLAND, OR 97239 Tel: 503.595.9128 www.morrisanhershfield.oam EUG RIDGECREST 4880 AWN Sr SPRINGFIELD, OR 97477 ELECTRICAL & GROUNDING D ETAI LS 190017200 102/13/17 Drafter. Designer. LW RB 3 I E-7