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Plan, Tentative APPLICANT 5/27/2015 (3)
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":r •ri•� /1 �'r: r!:.'.f�f .r r fr •1y :.g,� f•! f l •fi ::til/ i' f :` :•:•rr•r r r:•%:'�fJ" . , r: j,•' f+ ? firer ! ��_��;!: •,f: f• :4r�`f ::•l•• r r .� / :•Y : .r.is f .r r ..:._ 1?!:?'T f ,;;:,.'.9•,'o-: /:?�:v!` :tl;: 3t !� ,f�> r.':•.`'r %r :f::• / 3rr•�l::MS. .:.r, '------------r��'f f,iF. r/r;:< �r�����:,;:�!•rtl�. > >r, Fr??r,' lf., DRIVING DIRECTIONS (FROM VERIZON WIRELESS OFFICE - PORTLAND, OR): FROM PORTLAND GO NORTH ON NE 122ND AVE. TURN LEFT ONTO NE AIRPORT WAY. GO WEST 1 MILE. MERGE ONTO 1-205 S. GO SOUTH 24.9 MILES. MERGE ONTO 1-5 S. GO SOUTH 93.8 MILES. MERGE ONTO OR 126 E VIA EXIT 194A. GO 4 MILES EAST TOWARD SPRINGFIELD. TAKE THE 42ND ST EXIT ,4 MILES. TURN RIGHT ONTO S 42Nd ST. GO SOUTH 1.9 MILES TO 920 S 42ND ST. THE ACCESS CURBCUT TO THE PROPERTY AND VACANT STORE BUILDING IS ON YOUR RIGHT. THE PROPOSED SITE LOCATION IS ABOUT 400' WEST OF S 42ND ST NEAR THE NORTHWEST CORNER OF THE PROPERTY. 4164 JASPER RD SPRINGFIELD, OR 9747 RMATION EW IMPERVIOUS V S AREA: 377.25S7 ' N IMI'ER �► s BEGINNING AT A PAINT 27.58 CHAINS SOUTH OF THE NORTHEAST GARNER OF THE JOHN R. M AGNESS DONATION LAND CLAIM No. 50, TOWNSHIP 18 SOUTH RANGE 2 WEST OF THE WILLAMETTE MERIDIAN; THENCE SOUTH ALONG THE EAST SIDE OF SAID CLAIM 246.41 FEET TO THE TRUE • POINT OF BEGINNING OF THE DESCRIPTION•, THENCE WEST 549.78 FEET THENCE SOUTH 545.59 FEET TO THE MIDDLE OF THE COUNTY ROAD, THENCE EAST 549.78 FEET; THENCE NORTH 545.59 FEET TO THE TRUE PAINT OF BEGINNING, ALL IN LANE COUNTY, OREGON. EXCEPTING THEREFROM THOSE PORTIONS CONVEYED TO THE CITY OF SPRINGFIELD BY DEED RECORDED JULY 12 2005 RECEPTION No. 2005-051442, AND RECORDED OCTOBER 12, 2006, AS RECEPTION No. 2006-073983M LANE COUNTY OFFICIAL RECORDS. CODE COMPLIANCE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT CONDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: OREGON STATE AND LOCAL BUILDING CODES WITH THE FOLLOWING REFERENCE CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE 2011 OREGON ELECTRICAL SPECIALTY CODE 2014 OREGON MECHANICAL SPECIALTY CODE 2011 NFPA 101 LIFE SAFETY CODE PROJECT INFO Revision JURISDICTION: CITY OF SPRINGFIELD APPLICANT/CLIENT CQNTACT: ZONING CLASS: CC COMMUNITY COMMERCIAL TOM WALL OCCUPANCY GROUP: UTILITY RICK MATTESON CONSTRUCTION TYPE: VB SMARTLINK TAX PARCEL ID: 1802052300100 (d/b/a VERIZON WIRELESS) PARCEL SIZE: 5.2 ACRES 1125 SE CLATSOP ST LATITUDE: 440 02' 10.02" N PORTLAND, OR 97205 44.036117° EUGENE, OR 97402 LONGITUDE: 1220 57'47.28!'W PHONE: (425) 209-6723 -122.9631330 chip.oheam@smartlinkile.com GROUND ELEVATION: 489' AMSL tom.wall@verizonwireless.com I STRUCTURE HEIGHT: 85-011 TOP OF PROPOSED TOWER) ) PROPERTY OWNER CONTACT: PERMIT CONTACT: LEGAL DESC 4164 JASPER RD SPRINGFIELD, OR 9747 RMATION EW IMPERVIOUS V S AREA: 377.25S7 ' N IMI'ER �► s BEGINNING AT A PAINT 27.58 CHAINS SOUTH OF THE NORTHEAST GARNER OF THE JOHN R. M AGNESS DONATION LAND CLAIM No. 50, TOWNSHIP 18 SOUTH RANGE 2 WEST OF THE WILLAMETTE MERIDIAN; THENCE SOUTH ALONG THE EAST SIDE OF SAID CLAIM 246.41 FEET TO THE TRUE • POINT OF BEGINNING OF THE DESCRIPTION•, THENCE WEST 549.78 FEET THENCE SOUTH 545.59 FEET TO THE MIDDLE OF THE COUNTY ROAD, THENCE EAST 549.78 FEET; THENCE NORTH 545.59 FEET TO THE TRUE PAINT OF BEGINNING, ALL IN LANE COUNTY, OREGON. EXCEPTING THEREFROM THOSE PORTIONS CONVEYED TO THE CITY OF SPRINGFIELD BY DEED RECORDED JULY 12 2005 RECEPTION No. 2005-051442, AND RECORDED OCTOBER 12, 2006, AS RECEPTION No. 2006-073983M LANE COUNTY OFFICIAL RECORDS. CODE COMPLIANCE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT CONDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: OREGON STATE AND LOCAL BUILDING CODES WITH THE FOLLOWING REFERENCE CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE 2011 OREGON ELECTRICAL SPECIALTY CODE 2014 OREGON MECHANICAL SPECIALTY CODE 2011 NFPA 101 LIFE SAFETY CODE R . c i 14AY 2 2015 "!3lgli ai i%ubm!tta! SCOPE OWCCR VERIZON WIRELESS PROPOSES TO INSTALL AN UNMANNED TELECOMMUNICATIONS FAGILIT N F FACILITY CONSISTING A85 MONOPINE STEALTH POLE WITH (12)ANTENNAS AND RELATED EQUIPMENT AND ACCESSORIES. RIES. DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONSTO WORK SHOWN SHALL BE IMPLEMENTEDWTHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OFTHIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF ACOM CORPORATION. EMMRON DATE: 06/30115 SIGNED: 05126115 No. CONTACTS Revision IMPLEMENTATION CONTACT: APPLICANT/CLIENT CQNTACT: A&E CONTACT: TOM WALL CHIP O'HEARN RICK MATTESON VERIZON WIRELESS (VAW) LLC SMARTLINK ACOM CONSULTING, INC (d/b/a VERIZON WIRELESS) 621 SW ALDER ST, SUITE 660 1125 SE CLATSOP ST 185 MAPLE ST PORTLAND, OR 97205 PORTLAND, OR 97202 EUGENE, OR 97402 PHONE: (503) 490-2997 PHONE: (425) 209-6723 PHONE: (541) 401-0001 chip.oheam@smartlinkile.com rick.matteson@acomconsultinginc.com tom.wall@verizonwireless.com PROPERTY OWNER CONTACT: PERMIT CONTACT: JOHN ERVING, BROKER LAUREN RUSSELL JASPER JUNCTION LLC SMARTLINK 85831 PARKLANE CIRCLE 621 SW ALDER ST, SUITE 660 PLEASANT HILL, OR 97455 PORTLAND, OR 97205 PHONE: (541 ) 345-4860 PHONE: (503) 241-0279 lauren.russell@smartlinklic.com R . c i 14AY 2 2015 "!3lgli ai i%ubm!tta! SCOPE OWCCR VERIZON WIRELESS PROPOSES TO INSTALL AN UNMANNED TELECOMMUNICATIONS FAGILIT N F FACILITY CONSISTING A85 MONOPINE STEALTH POLE WITH (12)ANTENNAS AND RELATED EQUIPMENT AND ACCESSORIES. RIES. DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONSTO WORK SHOWN SHALL BE IMPLEMENTEDWTHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OFTHIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF ACOM CORPORATION. EMMRON DATE: 06/30115 SIGNED: 05126115 No. Date Revision A 10120114 90% PZD REVISION B 12111114 100% FZD FINAL SET 0 04/27/15 ZONING SUBMITTAL 1 05126/15 GENERATOR REVISION 2 Client: Implementation Team: „ t c ro.. APPROVALS TITLE SIGNATURE DATE REPRESENTATIVE Designer: RM RE ENGINEER Project Manager: Professional of Record: SITE OWNER RJ Revision No: Sheet No: 1 T-1 Project ® EUG CLEARWATER 4164 JASPER RD SPRINGFIELD OR 97478 Drawing Title: Project Number: Date: 05/26/15 Drafter: Designer: RM RM Project Manager: Professional of Record: AM RJ Revision No: Sheet No: 1 T-1 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. 8. 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 CLEANUP OF ALL TRADES AND 11 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. 21. 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. 22. IF THE GENERAL CONTRACTOR FAILS TO TAKE NECESSARY MEASURES AS DESCRIBED IN NOTES 19, 20 AND 21 ABOVE, THE GENERAL CONTRACTOR SHALL PROVIDE A TEMPORARY GENERATOR AT NO COST TO THE OWNER. 23. PLANS PART OF THIS SET ARE COMPLEMENTARY. INFORMATION IS NOT LIMITED 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 COMPLIANCE WITH APPLICABLE CODES AND IT 1S THE SOLE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR TO BUILD ACCORDING TO APPLICABLE BUILDING CODES. 24. IF CONTRACTOR OR SUB -CONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED PLANS, THEN IT THE CONTRACTOR'S AND THE SUB -CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE ARCHITECT WITH 4 COPIES OF THE PROPOSED CHANGES 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. 25. 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. 26. THESE CONTRACT DOCUMENTS AND SPECIFICATIONS SHALL NOT BE CONSTRUED TO CREATE A CONTRACTUAL RELATIONSHIP OF ANY KIND BETWEEN THE ARCHITECT AND THE CONTRACTOR. BUILDINGMALL/DETAIL SECTION Detail Number A Al Sheet Number Where Detailed ;i. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHARP BENDS. ALL BENDS TO BE A MIN. OF 8" RADIUS. 7. FOR ALL EXTERNAL GROUND CONNECTIONS, CLAMPS AND CADWELDS, APPLY A LIBERAL PROTECTIVE COATING OR AN ANTI -OXIDE COMPOUND SUCH AS "NO -OXIDE A" BY DEARBORN CHEMICAL COMPANY. 8. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY THERMO-WELDING. USE ERICO T-319 GALVANIZING BAR/COLD GALVANIZING PAINT. 9. SEAL ALL CONDUIT PENETRATIONS INTO MODULAR BUILDING WITH A SILICONE SEALANT AND ALL CONDUIT OPENINGS. 10. ANTENNAS AND COAX TO BE PROVIDED BY VERIZON WIRELESS, CONTRACTOR TO COORDINATE DELIVERY. 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 IS TO BE PROVIDED AT THIS LOCATION. 5. NO WASTEWATER WILL BE GENERATED AT THIS LOCATION. 7. VERIZON WIRELESS MAINTENANCE CREW (TYPICALLY ONE PERSON) WILL MAKE AN AVERAGE OF ONE TRIPPER MONTH AT ONE HOUR PER VISIT. LEGEND I IMPORTANT NOTICE REFERENCE Al Referenced Drawing LARGE SCALE DETAIL Detail Number Sheet Number Where Detailed THE EXISTING CONDITIONS REPRESENTED HEREIN ARE BASED ON VISUAL OBSERVATIONS AND INFORMATION PROVIDED BY OTHERS. ACOM CONSULTING 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. Cry inaEMAY *2 7 2015 - i.3i:11# -!Isar IM • ' __ DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS, NO VARIATIONS OR MODIFICATIONSTO 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 ACOM CORPORATION. I EXRRATION DATE: 06/30/15 SIGNED: 05126/15 No. GENERAL NOTES LINE/ANTENNA NOTES A 1. WORK SHALL COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. ALL 16. VERIFY ALL EXISTING DIMENSIONS PRIOR TO PERFORMING WORK. 1. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLES SHALL B NECESSARY LICENSES, CERTIFICATES, ETC., REQUIRED BY AUTHORITY HAVING CONFORM TO ASTM A307 OR ASTM A36. ALL STRUCTURAL FASTENERS FOR STRUCTURAL STEEL 0 JURISDICTION SHALL BE PROCURED AND PAID FOR BY THE CONTRACTOR. 17. VERIFY LOCATION OF ALL BURIED UTILITIES PRIOR TO ANY EXCAVATION. FRAMING SHALL CONFORM TO ASTM A325. FASTENERS SHALL BE 518" MIN. DIA. BEARING TYPE 1 05/26/15 CONNECTIONS WITH THREADS EXCLUDED FROM THE PLANE. ALL EXPOSED FASTENERS, NUTS, 2 2. ACOM AND THE ARCHITECT HAVE NOT CONDUCTED, NOR DOES IT INTEND TO CONDUCT 18. IN RAWLAND CONDITIONS, TOWER FOUNDATION STRUCTURAL STEEL TO BE GROUNDED AND WASHERS SHALL BE GALVANIZED OTHERWISE NOTED. CONCRETE EXPANSION ANCHORS ANY INVESTIGATION AS TO THE PRESENCE OF HAZARDOUS MATERIAL, INCLUDING, BUT NOT PRIOR TO CONCRETE POUR. TOWER FOUNDATION STRUCTURAL STEEL TO BE CONNECTED SHALL BE HILTI KWIK BOLTS UNLESS OTHERWISE NOTED. ALL ANCHORS INTO CONCRETE SHALL LIMITED TO, ASBESTOS WITHIN THE CONFINES OF THIS PROJECT. ACOM DOES NOT ACCEPT TO PERMANENT GROUND ROD PRIOR TO TOWER ERECTION. TOWER GROUND MUST BE BE STAINLESS STEEL. RESPONSIBILITY FOR THE INDEMNIFICATION, THE REMOVAL, OR ANY EFFECTS FROM THE MAINTAINED AT ALL TIMES. PRESENCE OF THESE MATERIALS. IF EVIDENCE OF HAZARDOUS MATERIALS IS FOUND, 2. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH. CONTRACTOR SHALL VERIFY WORK IS TO BE SUSPENDED AND THE OWNER NOTIFIED. THE CONTRACTOR IS NOT TO 19, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FOR COMMERCIAL MAGNETIC NORTH AND NOTIFY CONSULTANT OF ANY DISCREPANCY BEFORE STARTING PROCEED WITH FURTHER WORK UNTIL INSTRUCTED BY THE OWNER IN WRITING. POWER IMMEDIATELY UPON AWARD OF CONTRACT. THE GENERAL CONTRACTOR IS CONSTRUCTION. REQUIRED TO KEEP ALL DOCUMENTATION RECEIVED FROM THE POWER COMPANY, 3. ALL MATERIAL FURNISHED UNDER THIS CONTRACT SHALL BE NEW, UNLESS OTHERWISE ACKNOWLEDGING APPLICATION FOR POWER, WRITTEN AND VERBAL DISCUSSIONS WITH THE 3. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. NOTED. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND POWER COMPANY, ETC. USE STAINLESS STEEL HARDWARE THROUGHOUT. WORKMANSHIP. THE CONTRACTOR SHALL REPAIR OR REPLACE AT HIS EXPENSE ALL WORK THAT MAY DEVELOP DEFECTS IN MATERIALS OR WORKMANSHIP WITHIN SAID PERIOD OF 20. THE GENERAL CONTRACTOR SHALL OBTAIN WRITTEN CONFIRMATION OF THE EXPECTED 4. THOROUGHLY REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND TIME OR FOR ONE YEAR AFTER THE FINAL ACCEPTANCE OF THE ENTIRE PROJECT, DATE OF COMPLETION OF THE POWER CONNECTION FROM THE POWER COMPANY. CONNECTIONS. 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. 8. 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 CLEANUP OF ALL TRADES AND 11 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. 21. 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. 22. IF THE GENERAL CONTRACTOR FAILS TO TAKE NECESSARY MEASURES AS DESCRIBED IN NOTES 19, 20 AND 21 ABOVE, THE GENERAL CONTRACTOR SHALL PROVIDE A TEMPORARY GENERATOR AT NO COST TO THE OWNER. 23. PLANS PART OF THIS SET ARE COMPLEMENTARY. INFORMATION IS NOT LIMITED 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 COMPLIANCE WITH APPLICABLE CODES AND IT 1S THE SOLE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR TO BUILD ACCORDING TO APPLICABLE BUILDING CODES. 24. IF CONTRACTOR OR SUB -CONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED PLANS, THEN IT THE CONTRACTOR'S AND THE SUB -CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE ARCHITECT WITH 4 COPIES OF THE PROPOSED CHANGES 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. 25. 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. 26. THESE CONTRACT DOCUMENTS AND SPECIFICATIONS SHALL NOT BE CONSTRUED TO CREATE A CONTRACTUAL RELATIONSHIP OF ANY KIND BETWEEN THE ARCHITECT AND THE CONTRACTOR. BUILDINGMALL/DETAIL SECTION Detail Number A Al Sheet Number Where Detailed ;i. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHARP BENDS. ALL BENDS TO BE A MIN. OF 8" RADIUS. 7. FOR ALL EXTERNAL GROUND CONNECTIONS, CLAMPS AND CADWELDS, APPLY A LIBERAL PROTECTIVE COATING OR AN ANTI -OXIDE COMPOUND SUCH AS "NO -OXIDE A" BY DEARBORN CHEMICAL COMPANY. 8. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY THERMO-WELDING. USE ERICO T-319 GALVANIZING BAR/COLD GALVANIZING PAINT. 9. SEAL ALL CONDUIT PENETRATIONS INTO MODULAR BUILDING WITH A SILICONE SEALANT AND ALL CONDUIT OPENINGS. 10. ANTENNAS AND COAX TO BE PROVIDED BY VERIZON WIRELESS, CONTRACTOR TO COORDINATE DELIVERY. 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 IS TO BE PROVIDED AT THIS LOCATION. 5. NO WASTEWATER WILL BE GENERATED AT THIS LOCATION. 7. VERIZON WIRELESS MAINTENANCE CREW (TYPICALLY ONE PERSON) WILL MAKE AN AVERAGE OF ONE TRIPPER MONTH AT ONE HOUR PER VISIT. LEGEND I IMPORTANT NOTICE REFERENCE Al Referenced Drawing LARGE SCALE DETAIL Detail Number Sheet Number Where Detailed THE EXISTING CONDITIONS REPRESENTED HEREIN ARE BASED ON VISUAL OBSERVATIONS AND INFORMATION PROVIDED BY OTHERS. ACOM CONSULTING 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. Cry inaEMAY *2 7 2015 - i.3i:11# -!Isar IM • ' __ DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS, NO VARIATIONS OR MODIFICATIONSTO 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 ACOM CORPORATION. I EXRRATION DATE: 06/30/15 SIGNED: 05126/15 No. Date Revision A 10120/14 90% PZD REVISION B 12111/14 100% FZD FINAL SET 0 04/27/15 ZONING SUBMITTAL 1 05/26/15 GENERATOR REVISION 2 Client: Implementation Team: A&E Team: 0AIL CONSULTING INC. Project Info: EUG CLEARWATER 4164 JASPER RD SPRINGFIELD, OR 97478 Drawing Title: Project Number: Date: 05/26115 Drafter: Designer: RM RM Project Manager: Professional of Record: AM RJ Revision No: Sheet No: 1 T-2 0'% � %' 1 ,q CUCKAMAS LIMN LANE t CURRY JOSEPHINE JACKSON TAX LOT 180206122 ??? WASCO KLAMATH MORROW GILLIAAI LAKE L OCA MAP SCALE : NOT TO SCALE UMA77LLA I WALLOWA I; IR: k, BAKER GRANT HARNEY 1 MALHEUR 'Tu"'TOGRAPHIC SURVEY: EUG-CLEARWATER NOTES 1. 7NE 8OUNDARY SHOWY ON THIS SURVEY IS BASED ON MONUMENTA71ON FOUND AND RECORD INFORMA770N. THIS IS NOT A BOUNDARY SURVEY. THIS IS A SPECIALIZED 70POGRAPHIC MAP WITH PROPERTY IN NOR TFC WES T QUARTER OF SECTION � LINES AND EASEs�ENTs BEING of GRAPHIC DEprC7iON BASED ON rNFOR1►tA7ION GATHERED FROM VARIOUS SOURCES OF RECORD AND AVAILABLE MMUMENTA77ON FOUND DURING THE FIELD SURVEY. PROPERTY LINES OF 777LE MERE NOT INVES77CA7ED NOR R RVEYED EXCEPT AS SHOWN ON THIS PUN. NO PROPERTY TOWNSHIP 18 SOUTH RA N OE 2 WEST OF THE WILLAMETTE MERIDIAN MONUMENTS MERE SET. t 2 PROPERTY LINE SHOWN ON THIS SURVEY ARE BASED ON SURVEY tis -41420, CS -40329, Cl 34759 AND SPRINGFIELD, OREGON J. . � J. ON FILE IN G LANE COUNTY suRV�YDR's c>FFrr AIcKAY CONSYILTING LLC WAS PROVIDED A COPY OF ATLE REPORT FOR THE PROJECT PREPARE BY HARLOW i TAX LOT , 1 TAX LOT 18020622 1400 '� CONTROL POINT 101 .�....�_�.e.� 1 N8820'42"W 509.78' 1 40' TAX LOT � "'i 18020523 100 EXISTING to i BUILDING f I SEE DETAIL' i TO RIGHT z HORACE STREET i RIGHT-OF-WAY PER ...�- -- �' r � — ` 0 = ` — " DOCUMENT 2006-073983 ...- �" "r N88'59'12'8W 13 06' — ,,. -,,- 141.BD — I ----------— 15y5=Oy# -- — C3 N88*59'12"W 13746" N88'29'34"W 148.90' �, Cl --- .— — ` — — — ` — — uj '4ui �.-� 1 N� 88 29'37"W 148.93' -- -- — ,� -- PUBLIC UTILITY EASEMENT PUBLIC UTILITY AND PER DOCUMENT 99020274 SIDEWALK EASEMENT PER i 'w DOCUMENT 2006-073983 CONTROL 1 Q TAX LST POINT 102 1 "' t Rw i 18020623 100 j00 TAX LOT � 18020628 20 E Qs 1 GRAPHIC SCALE LC) 60 120 1 Inch = 60 ft. TAX LOT X80 023 208 10—YEAR 71ME OF TRAVEL ZONE LINE FOR WILLAMETTE WELLHEAD AREA N87'50'30"W 412.61' JASPER ROAD UN-rY ROAD No. 39) i 71 1 40' tay' x'40 - i SURVEYED OCTOBER 133, 2014 VICINITY MAP SCALE : NOT TO SCALE 14" CONIFEROUS TREE (TYP.) GRAPHIC SCALE I Inch = 20 ft. PROPOSED LEASE AREA NUELITY NATIONAL 1171E INSURANCE 1,UWANY OF OREGYJN UA7EU SFPTd1W T 4 2014, TITLE NUMMM 4614032&52-FIFUG2a 4 FLOOD ZONE DATA - FEMA FLOOD INSURANCE RATE MAP NUMBER 4109C1162 -F SHOWS 7HE SU& ECT PROPERTY IS IN AN UNSHADED ZONE -X', SO IT IS NOT IN A SPECIAL FLOOD HAZARD AREA (SENA), UTILITY CAUTION NO UNDERGROUND U77LI71ES WERE LOCATED IN 774E COURSE OF THIS SURVEY. CALL FOR N UTILITY LOCATES BEFORE DIGGING BENCH MARK THE DATUM FOR THIS SURVEY IS NAVA 88 AN ELEVA77ON WAS ESTABLISHED FOR S CONTROL POINT 1101 USING GPS METHODS AND GEOIDI2A. STEEL SPIKE IN GROUND 28' NORTHWEST OF THE NORTHEAST PROPERTY CORNER (SEE SITE PLAN). ELEM =489.63 BASIS OF BEARING/LOCAL DATUM PLANE COORDINA TES THE BASIS OF BEARING FOR THIS SURVEY IS THE OREGON STATE PLANE COORDINATE SYSTEM OF 1983, SOUTH ZONE (3602) WITH COORDINATES ESTABLISHED USING GPS AND THE OREGON DEPARTMENT OF 7RANSPORT47ION'S ORGN SERVICE LEGEND LOCAL DATUM PLANE COORDINATES, AN AVERAGE COMBINED SCALE FACTOR OF LEGEND CALCULATED GRD DISTANCE22 WAS USED TO S AND GROUND VERT GRID DISTANCE�WOU D MATCH. COORDINATES SO -- — — — PROPERTY BOUNDARY CONTROL POINT COORDINA TES (LDP) -------------- -- EASEMENT LINE POINT 101 POINT 102 STEEL SPIKE IN GROUND STEEL SPIKE IN GROUND CONTOUR LINE NORTHING. 873,17791 NORTHING: 872,85255 EAS71NG:4,273,869.17 EASTING: 4,273, 708 21 CONCRETE SIDEWALK ELEVATION: 489.63 ELEVATION: 49030 GRAVEL PAVEMENT LEGAL DESCRIPTION OF PROPERTY BEGINNING AT A POINT 27.58 CHAINS SOUTH OF THE NORTHEAST CORNER OF THE JOHN L1 CONTROL POINT R. MAGNESS DONATION LAND CLAIM No. 50, TOWNSHIP 18 SOUTH RANGE 2 WEST OF THE WILLAMETTE MERIDIAN, THENCE SOUTH ALONG THE EAST SIDE OF SAID CLAIM, 246.41 YPC YELLOW PLASTIC CAP FEET TO THE TRUE POINT OF BEGINNING OF THE DESCRIPTION, THENCE WEST 549.78 FEET THENCE SOUTH 54859 FEET TO THE MIDDLE OF THE COUNTY ROAD, THENCE EAST a► FOUND 5/8" IRON ROD WITH YELLOW PLASTIC 549.78 FEET THENCE NORTH 545.59 FEET TO THE TRUE POINT OF BEGINNING, ALL IN CAP MARKED "BRANCH ENGR. LS 2509" LANE COUNTY, OREGON EXCEPTING THEREFROM THOSE POR77ONS CONVEYED TO THE CITY OF SPRINGFIELD BY FOUND 5/8" IRON ROD WITH RED PLASTIC DEED RECORDED JULY 12, 2005 RECEPTION Na. 2005-051442, AND RECORDED OCTOBER CAP MARKED 'LANE CO RW- 12, 2006, AS RECEPTION No. 2006-073983M LANE COUNTY OFFICIAL RECORDS. FOUND 2" IRON PIPE ® FOUND MAG NAIL WITH WASHER MARKED "LANE CO PW" SOIL TYPES 1. SOIL TYPES ARE DEFINED FROM THE WEB SOIL SURVEY AVAILABLE FROM THE NATIONAL RESOURCES CONSERVATION SERVICE. THE NEB SOIL SURVEY WAS CONSULTED ON APRIL 23, 2015. 2 SOIL TYPES ON TAX LOT 18020523-100 INCLUDE: 2.1. CHAPMAN-URBAN LAND COMPLEX CONSIS77NG OF 4590 CHAPMAN AND SIMILAR SOILS AND 40% URBAN LAND, A SOIL COMPLEX CONTAINING LOAM, GRA VELL Y SANDY LOAM AND VERY GRAVELLY SANDY LOAM. 2.2. CLOQUATO SILT LOAM CONSISTING OF 85% COQUATO AND SIMILAR SOILS CONTAINING SILT DAM AND STRA77FIED SAND TO SILT LOAM. CURVE TABLE NO.RADIUS(ft) DELTA LENGTH(ft) CHORD(ft) CHORD BEARING Cl 133.00 1675116" 37.73 37.60 N832245"E C2 183.00 1575118" 51.92 51.74 N832245"E C3 133.00 15'45'41'" 36.59 36.47 N83V7'58"E C41 183.00 1 15-4541A 50.J4 1 50.18 N83'07'58"E 10—YEAR 71ME OF TRAVEL ZONE LINE FOR WILLAMETTE WELLHEAD AREA N87'50'30"W 412.61' JASPER ROAD UN-rY ROAD No. 39) i 71 1 40' tay' x'40 - i SURVEYED OCTOBER 133, 2014 VICINITY MAP SCALE : NOT TO SCALE 14" CONIFEROUS TREE (TYP.) GRAPHIC SCALE I Inch = 20 ft. PROPOSED LEASE AREA NUELITY NATIONAL 1171E INSURANCE 1,UWANY OF OREGYJN UA7EU SFPTd1W T 4 2014, TITLE NUMMM 4614032&52-FIFUG2a 4 FLOOD ZONE DATA - FEMA FLOOD INSURANCE RATE MAP NUMBER 4109C1162 -F SHOWS 7HE SU& ECT PROPERTY IS IN AN UNSHADED ZONE -X', SO IT IS NOT IN A SPECIAL FLOOD HAZARD AREA (SENA), UTILITY CAUTION NO UNDERGROUND U77LI71ES WERE LOCATED IN 774E COURSE OF THIS SURVEY. CALL FOR N UTILITY LOCATES BEFORE DIGGING BENCH MARK THE DATUM FOR THIS SURVEY IS NAVA 88 AN ELEVA77ON WAS ESTABLISHED FOR S CONTROL POINT 1101 USING GPS METHODS AND GEOIDI2A. STEEL SPIKE IN GROUND 28' NORTHWEST OF THE NORTHEAST PROPERTY CORNER (SEE SITE PLAN). ELEM =489.63 BASIS OF BEARING/LOCAL DATUM PLANE COORDINA TES THE BASIS OF BEARING FOR THIS SURVEY IS THE OREGON STATE PLANE COORDINATE SYSTEM OF 1983, SOUTH ZONE (3602) WITH COORDINATES ESTABLISHED USING GPS AND THE OREGON DEPARTMENT OF 7RANSPORT47ION'S ORGN SERVICE LEGEND LOCAL DATUM PLANE COORDINATES, AN AVERAGE COMBINED SCALE FACTOR OF LEGEND CALCULATED GRD DISTANCE22 WAS USED TO S AND GROUND VERT GRID DISTANCE�WOU D MATCH. COORDINATES SO -- — — — PROPERTY BOUNDARY CONTROL POINT COORDINA TES (LDP) -------------- -- EASEMENT LINE POINT 101 POINT 102 STEEL SPIKE IN GROUND STEEL SPIKE IN GROUND CONTOUR LINE NORTHING. 873,17791 NORTHING: 872,85255 EAS71NG:4,273,869.17 EASTING: 4,273, 708 21 CONCRETE SIDEWALK ELEVATION: 489.63 ELEVATION: 49030 GRAVEL PAVEMENT LEGAL DESCRIPTION OF PROPERTY BEGINNING AT A POINT 27.58 CHAINS SOUTH OF THE NORTHEAST CORNER OF THE JOHN L1 CONTROL POINT R. MAGNESS DONATION LAND CLAIM No. 50, TOWNSHIP 18 SOUTH RANGE 2 WEST OF THE WILLAMETTE MERIDIAN, THENCE SOUTH ALONG THE EAST SIDE OF SAID CLAIM, 246.41 YPC YELLOW PLASTIC CAP FEET TO THE TRUE POINT OF BEGINNING OF THE DESCRIPTION, THENCE WEST 549.78 FEET THENCE SOUTH 54859 FEET TO THE MIDDLE OF THE COUNTY ROAD, THENCE EAST a► FOUND 5/8" IRON ROD WITH YELLOW PLASTIC 549.78 FEET THENCE NORTH 545.59 FEET TO THE TRUE POINT OF BEGINNING, ALL IN CAP MARKED "BRANCH ENGR. LS 2509" LANE COUNTY, OREGON EXCEPTING THEREFROM THOSE POR77ONS CONVEYED TO THE CITY OF SPRINGFIELD BY FOUND 5/8" IRON ROD WITH RED PLASTIC DEED RECORDED JULY 12, 2005 RECEPTION Na. 2005-051442, AND RECORDED OCTOBER CAP MARKED 'LANE CO RW- 12, 2006, AS RECEPTION No. 2006-073983M LANE COUNTY OFFICIAL RECORDS. FOUND 2" IRON PIPE ® FOUND MAG NAIL WITH WASHER MARKED "LANE CO PW" SOIL TYPES 1. SOIL TYPES ARE DEFINED FROM THE WEB SOIL SURVEY AVAILABLE FROM THE NATIONAL RESOURCES CONSERVATION SERVICE. THE NEB SOIL SURVEY WAS CONSULTED ON APRIL 23, 2015. 2 SOIL TYPES ON TAX LOT 18020523-100 INCLUDE: 2.1. CHAPMAN-URBAN LAND COMPLEX CONSIS77NG OF 4590 CHAPMAN AND SIMILAR SOILS AND 40% URBAN LAND, A SOIL COMPLEX CONTAINING LOAM, GRA VELL Y SANDY LOAM AND VERY GRAVELLY SANDY LOAM. 2.2. CLOQUATO SILT LOAM CONSISTING OF 85% COQUATO AND SIMILAR SOILS CONTAINING SILT DAM AND STRA77FIED SAND TO SILT LOAM. 0 81 o a O_ F -Ll c� go Li a Q d b b 0 %L er ui N N N 0 �` N o � .... ..... ...... ..... ..... ..... ...... ..... _ .. �- — ._ _ - VLUU ��' O,r . . :: .. . .. _ ._... — RQ OS E I -- - _ POWER & FI BE ..... .... ...... .. ... ..... ..... .. ... ..... .. .. .... .... ... ..... ...... ..... ..... ..... ...... .. ... .... .... .... ..... ..... .... ..... ....... .. ... ... .. ..... ..... ... ..... ..... ... ..... ..... .. R ... .....: ...... ....: ..... ..... ...... .. -- " r CCESS PATH _ .. ...... ..... ^:..._ . � MONOPINE A _. - - A7 _. _._ ' . .._ ,_.. ---- 1...1.,,..._. .............. .... 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C'i i r .% :r s i f s rs J, / 11 :C 1, tt 1 ;•S:J + tt s >. t "s C3•. s,+lf s i F I% -'Inw f � s c i S f S t i� . -� 4 r^• s"' X JS s • •30' f :/ Y - �' f f "/"• J t s • s .. s i I/...: l r:.3 C.' It % ;% ,.. 'r, W .Y: _ ` r J /• �, {V _A® x :: tt ✓° . •F-' 'Y-'-• r,-. -11- 4,f-11. _.. o --. .- o o r: z' Lb .11.; �: ca +. 11 1.1 >'=1% 8 . x tt x x 26 7r: 4 l :}'- ,. ii la ) AX 9. M •' i `'�f f3's :::-. �' Y s J tS ; s..'../ . :s .L..». : Y:'. �•` n .�: REFER TO TOPOGRAPHIC AL : _; . 3 ! 7 f+r 3 /�,, , l s •� CPi: I.4i :.r:.:. ,i i!8 X SURVEY SHEET FOR SITE _ A =-'. I.. :� ' 1 �. �. t ^ i' ]S TAX LOT . IN' _ • si ' i' P e:%' i r- is' ?' 's'• 'mac 'Jf s t s s f'^its - - s. fit . s s =i t - , _ 1 1 t c S S i '" - 6 " x S f• f l ,w/ $I D - f. S I 1. .i a D A f R WAGE :_f t r^. , r-- "r `18020523.100�� sr t t < t �;`. 1. L f- t f f f tf ' ts. s s f -• t �i � '+� s s ��s c 'r s s.J L.S .._ s.3 . •.�:s s^• s :. f s s s Df = S _ n ii 41'' �•' I f:'• f Jr :yti tt� ' _ f �/ t F.. %1 '' "'' '' r' :ti t h' I - i. s - s s �` s s LI ! +i- s a't. < #! :+ iz tl a-. £i j:- - - - -1. is " - - �' �i/I_.. O "."'v1'.4'-."*'.' :; .. :3. i, fi NEW ASPHALT PH LT Y A ENTRY S i f t •S S t.. " 3� S r " � t f, f- a: • •s . � A "SS r /r PER FIRE DEPARTMENT ~. y C r , S i s s i <• .ff - l� r t' .r -,� - . v - , . ,. .- ............ ...... _-r- ;.' i ,...., REQUIREMENTS • - r' i J-„- ,..-..:. fir' -- Q i _-- _ t.:. _Ls r. :,., . .. , 1 - : :j-'..: iii... :” .f,.✓R \;./1_ 4i i S •. �..: •. . L` _ ..-. .. ,.! t. w� .s" 1. % s" s _ _ ,{ s .,-r :r z,. r^,Ii s^t y if'f;+/ ���,.�IBN ".. {� t.f�tf*.t`i tD _ E PROPERTY •`;- OPE �r s .r RTYUJ LINE I 138. 0 i 0 > ll r' 1 � `7 GCi' ? t—• •S•• t r s f `^"" r `Y'::: s S' . �^ C� _ s , �i s w - f L f S S rr• riv�... i�: i t i `t f f IN �ri'. �• sLii ^'7 s• t { ,L 00 /r, . eL,.�t, « 3 ® ..� ■ i f {'� ..t.. r+ y / - � S ^� 1.J` f S tt,,,,�, f Yl• _ pp •1 .ti J 1. ® C• CO i , rJ ✓nr -� � +I �-- fU2L>� t> I 000 ...................."...._... — »--�--- r <- <,t , ..;•• .. O --- .. `, ! S{ [ ..---•--------• • : .- � LOW 4.14.:.:2•-.i:T,. S I ® �� r ® Tfrr ,�„ N r- psi Cii' iTi}i E) PROPERTY LINE (148,90'} 1 - --'` " 1 'S - -� "e0 — — - — - — - — - — - — - — - — . NG _.- '__...,��" -.'.. %". : ---------------------- I �A09 __z - �-_".�'--l'._% - , 7 ... o • `; �,.�"�' _ , ..��"" � t73 i f.5 i I /'•• i s'r1 i i"t �it If "� r /, fl- C t.Js.J1.,s _s L.3 f f L.,f I t` s kLa : I % .............._-_.. _. �. .r /^: ��j q .-,. '•..'i4.%I'•.i'VJE":L^i iii>T'•t+L..ii":tii�»�.S'-1 2200 6 9 _.... . I I .. 122"x34" SCALE: 1" = W-0" 11"x17" SCALE: 1"=60'-O" 30' - 15' 0" 30' IMPERVIOUS SURFACE CALCULATIONS EXISTING PROPERTY SF: PROPOSED SHELTER SF: PROPOSED TOWER FOUNDATION SF: PERCENTAGE OF NEW IMPERVIOUS SURFACE TO PROPERTY SF: I I ii I Ty v t\5( o� WP Dver1G� oi5�4 I,kww R,uN�U ! � Pg 4 aF 15 Da -'Le SV : w"]I9zwwwlIN co THE CUT/FILL OF THE PROPOSED WIRELESS INSTALLATION IS NEGLIGIBLE GO THERE IS NO PROPOSED GRADING GO FIRE ACCESS AND WATER SUPPLY REQUIREMENTS WILL NOT APPLY AS LONG AS THERE ARE NOT MORE THAN 2 'IU" OCCUPANCIES ON THIS TAX LOT PER 2414 SPRINGFIELD FIRE CODE 503. 1.1 EXCEPTION 3 00 FIRE HYDRANT LOCATIONS: ---- '--- - 140' NORTH OF PROPOSED SITE ON S. 42ND STREET t--::::_:; 470' SOUTH OF PROPOSED SITE ON JASPER ROAD ��*��������_w DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONSTO WORK SHOWN SHALL BE I MPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL, ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF ACOM CORPORATION. FEMMM— N DATE: 06/30115 SIGNED: 05126115 No. 1 i Revision 1 /: 10/20114 /'. -y B ri i r-, i i .-•, i i"s i = i' -T-%, .._._._J='_- "--- 0 100 /o FZD FINAL SET I 0 04127/15 Dr^,.!"•,t fM P S'Y' r^.!•1.4�. ) X .K_ V i /11 'r' I AX, ;_0 I 05/26/15 GENERATOR REVISION a: ..� �S fJi H, ii ' •SIT „ r.. +.,aii-/ MEK,.t_/s i IMPERVIOUS SURFACE CALCULATIONS EXISTING PROPERTY SF: PROPOSED SHELTER SF: PROPOSED TOWER FOUNDATION SF: PERCENTAGE OF NEW IMPERVIOUS SURFACE TO PROPERTY SF: I I ii I Ty v t\5( o� WP Dver1G� oi5�4 I,kww R,uN�U ! � Pg 4 aF 15 Da -'Le SV : w"]I9zwwwlIN co THE CUT/FILL OF THE PROPOSED WIRELESS INSTALLATION IS NEGLIGIBLE GO THERE IS NO PROPOSED GRADING GO FIRE ACCESS AND WATER SUPPLY REQUIREMENTS WILL NOT APPLY AS LONG AS THERE ARE NOT MORE THAN 2 'IU" OCCUPANCIES ON THIS TAX LOT PER 2414 SPRINGFIELD FIRE CODE 503. 1.1 EXCEPTION 3 00 FIRE HYDRANT LOCATIONS: ---- '--- - 140' NORTH OF PROPOSED SITE ON S. 42ND STREET t--::::_:; 470' SOUTH OF PROPOSED SITE ON JASPER ROAD ��*��������_w DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONSTO WORK SHOWN SHALL BE I MPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL, ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF ACOM CORPORATION. FEMMM— N DATE: 06/30115 SIGNED: 05126115 No. 1 Date Revision 1 A 10/20114 90% PZD REVISION B 12111/14 0 100 /o FZD FINAL SET I 0 04127/15 ZONING SUBMITTAL 1 05/26/15 GENERATOR REVISION a: elm Implementation Team: ;' ;,,!/'fi r�'' : A. :: I W - W W W IK W IN W M - w i& - - - - - - M M = - - - � W W Iff - - - N - - - - = W = = W W I = W = Iff W liff �31111 - - i .he sm ?J WMINErfiIIII11009 , .. '.. �, I 1: - 1,1 - -.! -,*..- .il ":.. -; 4, . I . I- ,! .,;,.. "I ,;.. ': .; - 11 'V 1. '! . - .,!. .; - ,". .., ,,*., .; , . , " � I ., ;. 11 . . . . . . I I .:.. .1: .., I . . .; . t ..;, 1:.. 1:�' ': -.!.- IV 11 .t- , . _: I:, ,V .1 I., I., I ,.; -1/ 't, .. 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A&E Team: I (06)) A& -A C,_',' 0 N S U L T I N G I N C . FP-roject Info. I Drawing Title: EUG 4164 JASPER RD SPRINGFIELD, OR 97478 a :4 W 01 Project Number: Date: 05/26/15 I Drafter: Designer: RM RM Project Manager: = � Professional of Record: AM RJ Revision No: Sheet No: 1 - A-1 - - `1 ,I, ,.�, " , 4 e-_ -:I'1i . . .. I : I . , * � I _ ,�.19 -;,-* .;.,.,.: 1� .?/,-.?/�;, -t;, 4V .." .., -.*1 .�, -(I -,,,.:;% :xJl .. 1, -;, .�? -;.- .I*,- 1;.1 I H�:= ,I I - _ . 1, ", . TO ELIMINATE IMPERVIOUS BE CUT (NOT LOOSENED OR REMOVED IN AT - -11 ,I, 'k, I ; - - .1, .1 .;,: ,;.; t 1. � : . , - - ; v�; 11 . � .;, �� ". � : *A*�O/�� ", V "' -,,,',. �. �,�, %� 1. 1 .. I ` ,� *, -A, �;.- ".. .;., I 1; ;-7-v ( . , -., I:. "', I . .. . h,i, , -;. -J ,_ -;�, * _- i',-��!�. , � 4. �. �_:_ * ...... - 1,-, . � * . - . . . I . I . . . . . ... . SURFACES. BACKFILLWITH . ,..-- . .......... J 'r , '. , ., %-,.)� i � . - , LEAST 10 PLACES BEFORE BACKFILLING. 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'I., I ,I f� " ... - .." -� " , "1_*/W10-`U1.;�,__1. .. _: - , - ,:,z - Zi- S re.". .1 i I i.n.-A, �t : .3 i g/ - 1 ------"�*.1'3 - A1,101 . ?,. 5 % -, . - / - '-,.� .. .. t - .., .1 _ i , .? - ; -1-`F,.::, I—. . 1 4 . - /. .,=... . ,,-.-- , ,.,/ . ", - 1R., . -, i-ffff:l' i� " . .1� - , ./-0X'0:1r `tlll��b_;��-"- IV ,V./',, •..."t "'. , -X" ,/g . ". 11111�;��. ".,�. ...... I 5, -, �:----. ; .. ...... �. "" � - I -, i . ,:;. 1, 7 _.:., , __,� 1. 1. ''..".X21, -,-- , �, , .,.: .;,! -;, .�* ; BURLAP. �; �, , . - - .; ; 71 � A.; I ,. ..� . ... ? _ V - , - . ". - -, ' .-._,.. - . . ..-L"'.... ". j�` -ellIffi, _11: - _ 1 =i;, -1 , �Ll_ - i. � 1� " . , ".. I -, .� � V< ".. -1 .!1 ` -, ; � j .11 g/, ,;.,, N." zz ;�'O� 1, A,- . * , I , I 1�1 . .... .. I " r ", 'M N "R �&,. `-., Z -1. ,�! , _i " 6160 , �,;.� ,., _.; ; /Z ,,, 11 .... ........ �- n1l'a", -,,---,�S,�,K "i., - � , Z, " "/ - '. .�, .;, - -1 " ; � ,---. ,.---; ; i ..--.r--,- � >� / -.,-�, 'y_1 ,��'� � . - ..., , I I -1 - - - - � - -` .", .;"�_ i __.,,,,.`. - -<, ,/ - .., .;. . . .._ " 'I _ _ _ , , �:,:.-t.-.'.-?� e..' .1 % 11 _.::'.*_�. :, � . - -, .., - . . , _/ . , - .. , ,.- -/."'. �-gg�l '*4, , V ,/ ., , I 1 V ........ k�_ . , - .-, 1-1--- I I .. i .; % � .: � ........ � , � .,�. _`��,*-_-,11_::*: ,-,, ., ..". :; .� ... ... I ,.,, j ".." " "_-... / . r _ 1�.��,;;,�o,; " ___-�1?_---11. w .,,,,I ik I � -----:_-4_,. ,,, - V I ".. ,-�:, ., 7. MOVE AND HANDLE TREE AND TREE BALL WITH . � - K, -1 ,-, , " 0. , I , ,!;. � � `*% . I.", ..., 4 1 �. ... ..` � � 1; 'w"... '.1 , . 3". ,''�' f j .,�., � - � ., " .� ) ''.. -1., ...... . 7 - ` " 'i" ,�,__,/- . I-- I., �-i .;, .�. - ,OK .11--f: . ,�../,-g . I ?. 0 91M..`_Nk;.t .� � , I ", - I-& 1.11 - __ - ,` .;.: . " i ... , -- e / .1 , 1. 11 -, A .A.X ...., I I - . IR .7_1111;71.11* - -', : ; 11 .. , - 1, _-, .,:,., "t " '"'I" Z.,�-,--, - ; , ,; ,F I ". , - ,z. .� " ��. . -, - ...:: ; ... - 11,*k 0 A � :,. % I " --*" , * X., . '. . , - I - . t, "I. .. '. , T 4 . ;,-. � ....... , .. :41 '.. -,, ,,�/-rl'l .". .1'. I.. % -K, ,V.._k.1>1_ :"I "I //1 - .�� -0�r 1w 'h� �. All, . .. ', .,; ,0 .�. �, .; � . ! . ..- �1 1, , '1� 7, f � i I .... �, -, - , ..... �1- . . - _. -!'�-��'- :-�-- X - , * *.,� - " *; "\`�, - , - -, � - 11 . -4.. , �. w -w M �� _� - -�L �w - - i�W I CARE. DO NOT MOVE OR LIFT THE TREE BY " x0v , -� -1.11-1.11y -, I -, , - , '� _Jvl�i 611 I ., 11111",,*c 1* - - � I -�_� 0 -.1 )Olj V x . 1! -"� � i �t " . I - - ., . I *1 i" THE TRUNK. . .1 o - __ _ -, , - , 4, , �� - e,�3 �', � ', "! ', -�', I? 1�1 , " - I . , " � 5 i ",'I .. I ,'� * . i . I . ... ,4 - ,� 1. .`-J I "....- - ; . _.? ..-I. I I . I - , � - � . '. ..7 . � % . . 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TREES MUST BE PLANTED PLUMB ; I �. . , � _. . . . � " .., I �, . . . , _ *-,� .., I I SET BALLON 4" COMPACTED - ,� � , , , - I I .;., I - * , , , ......- . ". � . I 11. . -f ,� ., .. - , " "_ ,-_'' .-. , ", . .. I .�� � - " X11�7,yl '71'. , , �Ipl;;. - - - - , " � - - , -XI'l-II/ : 1� '1.il .1 '. , I .� . _ , . � I , ; , ," - - . � %..'..i1..;'1: -i�- * .' 41 11 ,.%J..,.../14�01 : ". , &."X . . I .. , , ; -'4- ". .. "I.- .., , , * , . -1 � _ , . I , , 1 1.4. 1 / ,, - � , X3. - , . . . I . I - ,. . I . 9. WATER THOROUGHLY DURING BACKFILLING, ,- Ww'....'I .;g . � _?;Y,;� ./,P. M&P. ./,�. ./,�., , - .&�..- � I . , .��., .,,?., " .. , 1, , .,,?.- , .,,?... . I .1 .....; SOIL OR 4" MOUND OF 0 .1 -.*, "... ,0,/1?;-. I• . ------- * . " _!, ." , . . 11 . I I .1 -I_____ . � " I . -, S` *;, " " '�* 11,1�k'..,,, " "' " ""' "'�' '� I "�., ,, -'! �. ... I .�` � - I 1. 1�11 , I , ., ". �11 *1 , r. I- , � .... .4, , ,; , i " _ , 1__: I , , : �'.- I ---. ir UNDISTURBED SUBGRADE REMOVING AIR POCKETS, THEN WATER AGAIN � . .. 0`2 * , , , , " * - r . s� �.� ,� -f.I. . I . , " 1. _ � ;,,, ". - , I I I .. 11 .'P.-- . , I - i", :.1 - .� '. , , " .: , . A . .1 .�, �-, , . I I i _ -11-11, V .� -k -�, 11 -�- r I _�i- * - - - , - I. ..." . ; , , , � . , , 11 .... I �. .//,. .. '6_ - "; *` ., ", , t. -,, I . ".111'. : *, . ., 1, IMMEDIATELY AFTER PLANTING. , /', , , �, . _ .1 , te "O� , .. � -1 . , 0, I - �. I ... ....... . / .." * .., -, ,1011 ; �� ...... .. , , . , - . _._-____,.,,', - :; �.. - - ::J , " *,.. ! . .. .- W V 1-�, I I", � I , . . I I I I , , '.... � ;..-., , , , , ��, �. I 4R?11�1. I ,V 11 10. TREE SAUCER MUST BE LEVEL AND HOLD -1_0 � -, . .: � I , 'kl� - . . , I I � ...... " '. ;., I , , . 1. . .. ., . " . I . . . . . . .", , , ! ! . 1, .... M� %AIA'rCD C'Alle�[=D OlhA hil"CL-17 DE: -5-1 1-11,11-U CD^ . _� -.4 '1� , .. -* I I - �,� .. , �v -., ,V *1/ W INo. Date -------- A 10/20/14 PZD REVISION B - 12/11114 100% FZD FINAL SET 0 03/25/15 ZONING SUBMITTAL - - 1 04/07/15 DO NOT SCALE DRAWNGS. CONTRACTOR MUST VERIFY ALL 1 2 1 04/27/15 100% (BY MCKAY CONSULTING) DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN I APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF ACOM I CORPORATION. LANDSCAPE NOTES: 4" MULCH 1. SEED, FERTILIZE, AND MULCH ALL DISTURBED - AREA. 2. ALL PLANTS TO RECEIVE A SHREDDED REMOVED BURLAP FROM HARDWOOD BARK MULCH. TOP 1/3 OF BALL. REMOVE 3. PLANT MIXTURE SHALL BE: 5 POUNDS OF .,.:... " ... � CA . . 61� ALL PLASTIC WRAP, FABRIC, SUPERPHOSPHATE TO EACH CUBIC YARD OF ... . - . . 'I AND ROT PROOF WRAP TOPSOIL, TOPSOIL SHALL BE FERTILE, FRIABLE, . .-I..... . ... .. . . . .. 252. , .. �� �� .:, LOAMY SAND, SILT LOAM, SANDY CLAY LOAM, . . . . , ... .... � � . .. ... � , , ` , , , ,- � . . ,. � - WITHOUT ADMIXTURE OF SUBSOIL . .. :.. - -, . I . .... .,. ..: I . _:12.,!'..w� . I - . . . . . . I . . . . . . . , . . . I 1� �, " "I 4 . ALL LANDSCAPE MATERIAL SHALL BE � . . 1E ERI '- - .1. ` 11, ". 11 11 "I -1� .1 .1 .1 to 11 W "� 'Ai .1 -;� ", ,�: ,;.I -;.* ,;.: ,�, I I I W �v -1 � PLANTING TREATMENT MAINTAINED IN A GROWING AND HEALTHY - BED CONDITION WITH A REGULAR SCHEDULE OF 4V 4t V .1, " I .1,<, .1, 11.1 ,:1 :;, -.P ,!, to " ", ,I, ".1 'k, 1.11 1-il 1-il -..- 4q. MOWING, FEEDING, WATERING, AND PRUNING, 'e I,. 41 .1 .1 _*, .11, -', .1.1 -�, 1M. ,I, 1;1 .,;, .1, Af t, to o, 'y .-V **, ..." ..`, 15t ,,, ,..! -.*z; 'If 't, 3" SAUCER AND REPLACEMENT OF ANY DEAD OR If V, ,�, 'I., W - "I. I"'. 4, -I, ,�, -,�, %, - I 141 1;1 1�1 41 .;� .1 -;y -;.7 �,.: ,,.I I.: F* 'f•%,V to, to •t, ••:v 1`11 <Y11" ", 1-11� ,, 11.11" .,..-. 4r ,.��, ,:, -.�. -�, 4, 4; .. .k. 4- -,:, ,,I ..: .�- ly 11;a " 11 '% ,.y to t, ., .111 .111, -.*1 -,: .1 ,.'!I 11.�* -,.�, "I ,., ,;, "I 11 W DISEASED MATERIAL AT LEAST EVERY SIX DV "I14, -.." ,�, I - 1�1 4, 14. .. .. .. - 14- 4, 4, ,..;r .;.. .5: ,,� 11 %ly .,P `i .1 ,f, ty �-, :1- t, " ", .." ..!t ,, ",., -,. I ':� ��, -1, ��, "' ,;, - ",�., 4.. -4. -;I MONTHS. J,,*�, I I 'I., - A. i, .& "I _` 11.� I;,- 1;1 4e ,. .. - 41 -k -k 11 11 .13. .%501-011 ., to " t, t., 1.1, -,.: .., -,.: .", 11.'� `.` 11, -1, ,." -., V -11 * I4. 4, 4. 41 P " 5. PLANTING PIT WIDTH TO BE TOTAL MINIMUM OF V 41 `1 I "I "I ,I, %P. .1 - - - - I I I I I I I I - -.P V . .�.- �!- .; ,� . . . I .0 .. 1�.� 141 lj� 14- ,;� 14 - 14- I , - I., li- .1:1 ., 1? 11 11 .1 -� -� .1 .1 .1 t-1 t., .", .", .Z: I.." -,, - "I -., *�, ",.� 'W ;7- ___"_1___1_�_ - F_,__1_1�r_r;1r1_r_111_ - I , "* i"�;,_. . ** I ag - - - 1.1-1-11 el I I . 1r . , � ; ! ; I I..'' ,.-. 24" WIDER THAN THE EARTH BALL. W . "I 1�- I ��, V, .1 i._ #1 .;,. t, ,�t ,'�� t" I* 4� 1J, I* I .k. It, t" ,�., 14- 1-� 11 1� 11 -;, �1, 'o -,..; -_, -,t, -.t: -1, .,t, .1. .1 14- I,- I:- ., ,v .� t, �-, ell '.." *,.*, 14 �., ,�, I;, 1;1 41. 1A. I . . . . _ . 11 7N, , :, , - 71 . ., . . . , i�_z �__,=_, I I . � .. . .'' __ -7-;;',-,-- 1 It, I';. -1 - - 2 . . . . -_ � - . . 11 ,�.. - . .:�, - _� I I I ." ! I. � - ; 11 . . . ! � 1: "i !;- , . . . V-1 � *�; - 6. ALL NYLON AND ROT -PROOF ROPE AND , 11 .1 .1 .1 .1 -% .o tv 4:1 t�l 4, ., .111, .., -_,: ,,', ,-.*, 1� 'l, 51-011 - - , , 1;� lj� 4.- . .;� .0 4 P-;; �__ I , . �_b;,;a'..'.S.-.-,*- � ......... , . . I 1�:::-.'..i -__1; s . .1 , .., ; �, k;_7'd ... ... 4 ROT -PROOF BURLAP MUST BE REMOVED . V 11.1 * .7 I I - 7e 11.1 11.1 % ", . -,�,� ,;, "P ,..f :�, ,�, w " v, `� * 41 41 .tl 41 1�1 .-_� 1�1 011 e.,- �..; �, -,*� ,11 .,-, '.." "I --.:a 1�., ,;.-J; "I w ,��, ,;, .,�, ,V. . ".,;: "." . V, -., "I ..., `-�i t'tw el, I '-� W `/ 1�1 41 if -;�,�/," •,�, _:1 9-11 4.1 i�l ..*el •.11, I'll ...*1 1�1 1�1 14, V ,I/ -�/ ,III *4� ," 41* 1�1* VII, � � j i ..*-.* i ....... ; f . ., .�'. , -. . �;; �- r- J i �* .... .. . .. '.. I.; . ... � ,:- m .1.; !.•-•-•:: ;;;- ." i , ....."P-. ., . -.., ! � � , SCARIFY SIDES AND BOTTOM BEFORE PLANTING. ALL WIRE BASKETS MUST - `1 ,I, ,.�, " , 4 e-_ -:I'1i . . .. I : I . , * � I _ ,�.19 -;,-* .;.,.,.: 1� .?/,-.?/�;, -t;, 4V .." .., -.*1 .�, -(I -,,,.:;% :xJl .. 1, -;, .�? -;.- .I*,- 1;.1 I H�:= ,I I - _ . 1, ", . TO ELIMINATE IMPERVIOUS BE CUT (NOT LOOSENED OR REMOVED IN AT - -11 ,I, 'k, I ; - - .1, .1 .;,: ,;.; t 1. � : . , - - ; v�; 11 . � .;, �� ". � : *A*�O/�� ", V "' -,,,',. �. �,�, %� 1. 1 .. I ` ,� *, -A, �;.- ".. .;., I 1; ;-7-v ( . , -., I:. "', I . .. . h,i, , -;. -J ,_ -;�, * _- i',-��!�. , � 4. �. �_:_ * ...... - 1,-, . � * . - . . . I . I . . . . . ... . SURFACES. BACKFILLWITH . ,..-- . .......... J 'r , '. , ., %-,.)� i � . - , LEAST 10 PLACES BEFORE BACKFILLING. FOLD , - - , ", , ,�,; ..., .. .... ;0 -,, " �- .. , : ... , '/ .t ,.. ��;, - f t " I �, ->,,�,�U,;,-�, .�.�,�".,%;%�ye%;, ., ---6J_kn; . I I., I i .111.1-M-.0 �,��,--., " " - - ,I ,,, ..�x , i . " .., i, z , � , - ", I " --,,/,�,4*, . -, ,, I I - ' I rM-..;1 1�- "__�- I ,I i * i . , , - , i 1__:_:P DOWN THE TOP 1/3 OF ALL NON -ROT -PROOF ... _"K .,. EM � " ,-`.`�', 'vr i/ -.-q-." , .� -:-1 i, :,:"; , *----- i . I . ...... Z--- " I I ` , , ,_ .. ; - - . ";, - - ,,.-, , �, /0 -,."-; *, t.,f , , / -I'll ' ,,, '-1':_--,,`4. . g -6� i I .., .. - , A'.. . " YN!;.�t - , 1, ,,, � --,/ i � _ M e . X0 , . I- I - It 1: : ;�11� " : �, .I-.-. - - 1; , I -/� . - 1111�` , - , - I __:�:"* I .I... _ - . � I ,^T; '. " , ,..V;l 1,; �, , -,�,,,, "; "', 'i -g"'.2". ....... - ., . "1111 , W . _- ;� ". '. ': 1 j - -, - __ M, ,,, ;,Xyll % �, , 'i ,.. I � � � 1 $ PLANTING MIXTURE. " ---.: ...... 'P�Wg 1�1_!"11� __....._�`.��,,.,..,;"., ,A-_;,��_'11 1?1 " ., -�, ., P ....... VISO_ :, ,,�! 'I., I ,I f� " ... - .." -� " , "1_*/W10-`U1.;�,__1. .. _: - , - ,:,z - Zi- S re.". .1 i I i.n.-A, �t : .3 i g/ - 1 ------"�*.1'3 - A1,101 . ?,. 5 % -, . - / - '-,.� .. .. t - .., .1 _ i , .? - ; -1-`F,.::, I—. . 1 4 . - /. .,=... . ,,-.-- , ,.,/ . ", - 1R., . -, i-ffff:l' i� " . .1� - , ./-0X'0:1r `tlll��b_;��-"- IV ,V./',, •..."t "'. , -X" ,/g . ". 11111�;��. ".,�. ...... I 5, -, �:----. ; .. ...... �. "" � - I -, i . ,:;. 1, 7 _.:., , __,� 1. 1. 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LA[A f e/n m U: LANDSCAPE PLAN TOTAL LANDSCAPE AREA: PLANT MATERIAL NOTE: Date Renceived: 1 864 SO. FT. ALL PROPOSED PLANT MATERIAL ARE MAY 2 7 2015 Project Number: Date: DROUGHT TOLERANT AND WILL NOT NEED IRRIGATION AFTER ESTABLISHMENT. Original Submittal iyyA04/07/15 Drafter: Designer: NOTE: RM RM McKay Consulting, LLC ALL LANDSCAPE MUST BE INSTALLED AND Project Manager: Professional of Record: - COMPLY WITH THE CITY OF SPRINGFIELD AM RJ I Planning - Engineering - Surveying DEVELOPMENT STANDARDS SECTION 4.4-100, Revision No: Sheet No: 17836 NW Deerfield LANDSCAPING, SCREENING AND FENCE I I ield Drive (971) 533-4359 1 1 IQ'T N - Pordand Oregon 97229 kaid0l.km@gmall.com STANDARDS 1 A-1.1 22"x34" SCALE: 3/16'= 1 '-Y'Q 11"x17" SCAL E: 3/3Z' = V-0" 4' 2' 0" 4s PROPOSED COMPOUND LANDSCAPE PLAN 1 11!I11111111111111111111111� _____ ----------- __ PROPOSED VERIZON WIRELESS PANEL ANTENNA (TYP OF 12, 4 PER SECTOR) ., -- ---/ \\ \ ___ ,\'_ i i\ i r TOP OF PROPOSED VERIZON -' --' % WIRELESS PANEL ANTENNAS Ak _ - L _ ' / � 1 90-0" AGL , i I--- '; - irr'�, — I NNI I `I / • r \ , j I } E I /--/ TOP OF PROPOSED VERIZON PROPOSED VERIZON WIRELESS -- ' _: : I # -_J f - I ANTENNA MOUNT (BEHIND `` \1 ' !1' /N: F- 1+::: WIRELESS MONOPINE { 1 -- : -; € . ?::: ; �? :: t 86 -0" AGL STEALTH BRANCHES} \ \11 f I :� �'t; ! t_-_-. ....... f 1 i .. r , '>_\ t -_t I/ TOP OF PROPOSED VERIZON ! -.I j _ _ _ r • -- --- - WIRELESS PANEL ANTENNAS ` `' - >• .--::-: =-t-'-:_.r- V. w- 80-0" AGL /- `� r ' 1.. •,,,•,_ I I „ Z' 'ii; ° PROPOSED VERIZON WIRELESS RRU �' I- : - - \ \``' MOUNTED BEHIND PROPOSED 1 4 1 f is I \� /''`, I \ . • ,_# i' • t ,-- ANTENNA MOUNT (TYP OF 6) I t " t ,- �., ff I �`, ---., \ r / fee I { ; . •,, `✓ `. /'\`. 11,\'\• + .r/' ___ _-% __ % - C\ , i 11.E e : I " , -- -- '// / `� -:, :< :!i 11 �f. - / � • PROPOSED VERIZON WIRELESS RAYCAP / C - je' iN1 sli / /�� SPLITTER/SURGE SUPPRESSOR MOUNTED \ \ ' BEHIND PROPOSEDANTENNA MOUNT /'-,N �\ `\ ', \ �., I f ; /'i \ (TYP OF 3) \f �\ ,\ ,\, \ ;x,I; ,i \ / / -- `, ` \ ,\` / i1 " , \._ 1 . ,1 1 I\" \✓ I, \ J r —. ~\\,`�\ f \,\\\,\5�i `'Il i )�` !'_'` /(� / \ .% !I 1.: -_. / / 1:, 1e! 1 I / --- : DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONSTO WORK SHOWN SHALL BE IMPLEMENTEDWTHOUT PRIOR WRITTEN DIPLEXER NOTE: APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE 1. (6) NEW DIPLEXERS MOUNTED AT SUPERSEDED BY THE LATEST REVISION, ALL DRAWINGS AND REFER TO DETAIL - A ANTENNAS (DIPLXER #CCDP 565-1W) SPECIFICATIONS REMAIN THE PROPERTY OF ACOM PANEL 2. CONTRACTOR TO VERIFY WITH CORPORATION. ANTENNAS MANUFACTURER SPECS FOR MOUNTING DETAILS DOWNTILT BRACKETSp DIPLEXER DETAIL IS SHOWN AS A l y REFERENCE AND IS SUBJECT TO CHANGE ik �p PROOF .: i. f3r,. 18355 r• o► O SECTOR FRAME ANTENNA MOUNT DIPLEXER MOUNTING 0 w :r j. •.:; �: PLATEH. til` 'r.:.•. QJ EXPIRATION DATE: 06/30/15 U -BOLT SIGNED: 05126115 CONNECTION TO DET ANTENNA MOUNT DIPLEXER No. Date Revision A 10/20114 90% PZD REVISION 22"x34" SCALE: NOT TO SCALE I P L E E R DETAIL B 12/11/14 100° FZD FINAL SET 11"x17" SCALE: NOT TO SCALE 0 04127115 ZONING SUBMITTAL 1 05126/15 GENERATOR REVISION ` JANTENNA ANTENNA 2 f MOUNTING PIPE MOUNTING PIPE 2 Client: 4- MECHANICAL DOWNTILT KIT BY_ MECHANICAL DOWNTILT KIT BY ANTENNA MANUFACTURER a -- ANTENNA MANUFACTURER sfi '!, air' -�.,• nwireless ANTENNA MOUNT BRACKETS BY ANTENNA MANUFACTURER ANTENNA MOUNT BRACKETS BY 6 ANTENNA MANUFACTURER Implementation Team: PANEL ANTENNABO AMC= PANEL ANTENNA k *: 9. r NOTE: A&E Team: INSTALL PER MANUFACTURER ANTENNA INSTRUCTIONS MOUNTING PIPE PARTS: ITEM DESCRIPTION I LINKAGE ARM, INNER 42 BRACKET, ANTI -ROT, TOP 1 STRAP, POLE MOUNT 4� LINKAGE, 6 MECH DEG, OUTER $ BRACKET TOP MOUNT, CELLULAR PANEL $P BRACKET BOTTOM MOUNT, CELLULAR PANEL 4' %, BRACKET, SLIDER, 6 DEG TILT 1$ BOLT HEX, HD Cj NUT, PLAIN HEX _ BOLT, HEX HD 72.0" 8 0121 ITEM DESCRIPTION I LINKAGE ARM, INNER 42 BRACKET, ANTI -ROT, TOP 1 STRAP, POLE MOUNT 4� LINKAGE, 6 MECH DEG, OUTER $ BRACKET TOP MOUNT, CELLULAR PANEL $P BRACKET BOTTOM MOUNT, CELLULAR PANEL 4' %, BRACKET, SLIDER, 6 DEG TILT 1$ BOLT HEX, HD Cj NUT, PLAIN HEX ANTENNA 3 BOLT, HEX HD 72.0" FLAT WASHER 0121 SPLIT WASHER 1 PIPE ANTENNA MOUNT BRACKETS BY TYPIC:Ai TC7P VFW_ ANTENNA MANUFACTURER DIM C0NSU�.TIN�' SNC. DIM 2 DIM 2 PANEL ANTENNA Project Info: t ��°�++ EUV C� D ,.. CLEARATER 4164 JASPER RD SPRINGFIELD, OR 97478 Drawing Title: CONSTRUCTION DETAILS Project Number: Date: 05126/15 Drafter: Designer: RM RM Project Manager: Professional of Record: AM RJ Revision No: Sheet No: QTY DIM 1 DIM 2 DIM 3 SECTOR ALPHA ANTENNA 1 1 1 94.9" 20.7 7.4" ANTENNA 2 1 72.0" 12.5" 7.1" ANTENNA 3 1 72.0" 12.5" 7.1" ANTENNA 4 1 94.9" 20.7" 7.4" SECTOR BETA ANTENNA 1 1 96.0" 14.6" $.2" ANTENNA 2 1 72.0" 12.5" 7.1 " ANTENNA 3 1 72.0" 12.5" 7.111 ANTENNA 4 1 96.0" 14.6" 8.2" SECTOR GAMMA ANTENNA 1 1 94.9" 20.7" 7.4" ANTENNA 2 1 72.0" 12.5" 7.1" ANTENNA 3 1 72.0" 12.5" 7.1" ANTENNA 4 1 94.9" 20.7" 1 7.4" CLEARATER 4164 JASPER RD SPRINGFIELD, OR 97478 Drawing Title: CONSTRUCTION DETAILS Project Number: Date: 05126/15 Drafter: Designer: RM RM Project Manager: Professional of Record: AM RJ Revision No: Sheet No: 12" TO 4W POLE DIAMETER Y'2= ADJUSTABLE , , i I : : I I i I i 1 --------------- .. - ------------------- --1 : 150 22"x34" SCALE: NOT TO SCALE 11 /1x17" SCALE: NOT TO SCALE PARTS LIST -------- -------------------------------•-------------------------------------- I ITEM ` IY ; PART NO. ; PARTDERSCRIPTI ION LENGTH I UNIT Vff. ; NET VV T`. I 1 -t---------------------------•--------•--•--..._...--•---•---------------.•----•-----...........---------------------•--•-----•_.----••----------------•----------•------------------------------a------------------------------------------- X-LWRM RING MOUNT LDMENT i --------- i _-__.._._...___.»......... ------; 2.48 4____________ ----------------- }__-________-___._i_-------.-_----.---____-________-___-_____: 1 3 ; X- LP i58.16 -__________________._..__._.__..___._______________.______________.________..___._..________________..............._....__.._____________._______.______________________{1 SUPPORT ARM g LDM NT - 5" 103.07 i 309>20 .._._..____-_._1_____.__________t_._._._..___.________________________y____.____________-______________________________________________________________.____.___________________.____.________-________--___ 3 _ 12 i X.-SP219 SMALL SUPPORT CROSS PLATE ____-___-____.________._________________1___.___________.__________________________1_____._____________________________________, 8.250 I 8.61 i 103.33 4 1 24 i ___-___-- U 1212 + 112" X 2-1/2" X 4-1Z X 2- U• -BOLT (H s) . I 15,00 I 5 '----------------___.___________________. o I ;____--__.______.______N_____--__-. Y 1306 1 112,E X518" X 6" 03" U - BOLT (RDG) _ I I 0.66 23.63 1 (.................... I 5 ',l -------------_--------' ;y t-----•--------•-----.._.------------ 12F11 r D LISS LATWA NER ............................... r. -------------------------------------------- 0.03 4.08 1 ....... ........... 7 ....1..2...0... ...._11 .1__. ___.___...._:__..__.___.._ 12L W »...._.__......._..____________.___.___------------------------------- 112* G LOC.KWASHER .._.............._.__.._....__.....:..__._________.__.__._.__._______.____-.J---------------------- ._..__._.. i----------------------- 0.01 --- .__----------- j 1,57 1120 1 120 G12NU l 112" HD HEAVY 2H HEX NUT 0.07 i 8.58 i ------_____-____________________________________-_-___-___________________ --------------------- --------------------- + G5511-245/5" X 24" GALV THREADED ROD 2.09 18.82 -------------------------------•--------- --•----•---•--------..._.......--..-__-....._...._._... -i ..................... ---•-----•----•----._......._---- ......-........_..... .................... .... I I 10 1 0588-48 5/F X 48n GALV THREADED ROD i 4.39 39.52 i i 11 1 12 4-- ----•--------•----------------------------------............... ...................... A5 2 4' 5W x 2 314'` HD A'325 N BOLT -..... -------------•------•-•------------------••-------....----------------- y 2.75 i 0.35 4.27 i - -- -----•------ _...•.... •........_.._i....-_.._...-.. -•----........__._ ......-------.....••.... - _.._..._.»..__ .........-- J - - -- - ---•-•.... --------- -- z 12 15 G5 FW /r RD USS FLAPIVASHER 0.07 '----------- 1.27 1 -........ 30 - 5_L_W_ - ...... 51 DG_ KWA H R_ ------------------------------------------•---------------------------------- = 0.03 ------------------------ 0.78 14 0 55NUT �L_OC ' --_ _ _ +_________________14 51 HDAV2H HEY, NUT 0.13 3,80' ; 34 P301150 ________•____--_ _ -112 XA 150" SOCHI 40V 1GALLWANVED PIPE -------------------------------- 150.00 In I 94.80 I 284,40 1160 - i 1 - - A 1 _._.. I - C i D i ----------- ----•-- ----•-- 1 i X2 X2 X2 t 4 ; 1 f i t i X2 X2 X2 `AL A X2s8 r X2!7 2 ' S l' 1 DETAIL B S 4 , DETAIL C � t N 01 ur Da"Ce Received: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONSTO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECI FI CATI ONS REMAIN THE PROPERTY OF ACOM CORPORATION. EXPIRATION DATE: 06/30/15 SIGNED. 05126115 No. Date Retision A MAY 2-'a' 2015 90%PZD REVISION B 12111114 100% FZD FINAL SET 0 ----------------------------------------------------------------------------------- ------------------------------------------------------------------------.-----_..-.----------------9---------------------.---.---------------------------- TNNA PIPES ------------------------------------------------------------ .............. .----------------------------------------------------------------------- ___- ______ ; __________________________________________________________________________________________..........................._.........._...................A 1 "A M LNO. PART NO, ..A! ..... ........ PART DESCRIPTION _............. ..__............................._....._....._.......___._.______.__......._.......__..__T._________________________________.___.________ LENGTH "D" i UNIT VIT. T TOTAL WT. ULP12-NP I NP i NIA i NSA ' NSA i 927.960 ! ULP12-472 ....................•.......... P272 1 --- -....................................... ------ .......------------...-------- -------------------------------- +------- --------------------------------------------- 2-315 40 PIPE 1 72" 23.07 €,311.05 ' ULP12-484 1 -_---_;--__-__-_-_______-__-------_-._-..»...-__--_-__-___________-____-.-------.----------------_---_._--_________.-______--__-_--__._-..--.-..--------_ P284 .D� ,SCR. ._.__.______________.___..--------------------------- 2-'3(5 OD. SCR. 40 PIPE 4 -------------------1....__.-_-_----___-___� ___________-__-_____.____.....; 25.91 i 1,357.13-------------------------------------------; 1 --- ---- ---------------- --- --------------------------------------------------------------------------------------------------------------------------------------------------------------- --------------------------- - ' LP12- 96 P295 2-318" O.D. CH. 4 PIPE i .. 30.76 1,403.33 DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONSTO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECI FI CATI ONS REMAIN THE PROPERTY OF ACOM CORPORATION. EXPIRATION DATE: 06/30/15 SIGNED. 05126115 No. Date Retision A 10124/14 90%PZD REVISION B 12111114 100% FZD FINAL SET 0 04/27115 ZONING SUBMITTAL 1 05126/15 GENERATOR REVISION 2 Client: Implementation Team: FA-&ETeam- I Project Info: EUG CLEARWATER 4164 JASPER RD SPRINGFIELD, OR 97478 Drawing Title: ANTENNA t Project Number: Date: 05/26/15 Drafter: Designer: RM RM Project Manager: er: Professional of Record: AM RJ Revision No: Sheet No: A-3-1 DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR CONCRETE: REINFORCING STEEL: NOTE: OMISSIONS. NO VARIATIONS OR MOTHOUTPRIOR WORK SHOWN SHALL BE IMPLEMENTEDIMTHOUT PRIOR WRITTEN ALL ANTENNA AND COAX ANTENNA APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE 1. ALL CONCRETE WORK SHALL. CONFORM TO ACI 3180 " BUILDING CODE 1. REINFORCING BARS: ASTM A625, GRADE 60, DEFORMED BARS. GPS ANTENNA CABLE TO BE FURNISHED BY 3-112" O SCH 40 HOT DIPPED SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND REQUIREMENTS FOR REINFORCED CONCRETE " AND TO THE PROJECT SUPPLIED BY VERZION WIRELESS AND GALVANIZED PIPE CORPORATION. NS REMAIN THE PROPERTY OF AGOM SPECIFICATIONS. 2. WELDED WIRE MESH: TO ASTM A185. PROVIDE IN FLAT SHEETS ONLY. VERIZON WIRELESS INSTALLED BY CONTRACTOR CORPORATION. VERTICAL PLACEMENT TOLERANCE TO BE 3/8 INCH. 2. UNLESS OTHERWISE NOTED. ALL CONCRETE SHALL DEVELOP A MINIMUM VERIFY MOUNTING HEIGHT W/ COMPRESSIVE STRENGTH OF 4000 PSI IN U.O.N. 3. REINFORCING STEEL TO BE DETAILED, FABRICATED, BENT AND PLACED PLAN VERIZON WIRELESS CM IN ACCORDANCE WITH THE CRSI MANUAL OF STANDARD PRACTICE AND -- 3, PREPARE AND SUBMIT MIX DESIGNS FOR EACH TYPE AND STRENGTH OF AGI 315. GPS ANTENNA SUPPLIED BYGRADE VERIZON WIRELESS (ATTACH CONCRETE IN ACCORDANCE WITH ACI 211. PROPORTIONING CONCRETE PER MANUFACTURERS MIXTURES . AND ACI 301, SPECIFICATIONS FOR STRUCTURAL CONCRETE. SUBMIT SHOP DRAWINGS FOR FABRICATION, BENDING AND PLACEMENT' OF ALL CONCRETE AND MASONRY REINFORCING STEEL. SHOW ALL RECOMMENDATIONS ICE BRIDGE PIPE LEG - / ., r PROF SUPPLIERS WALLS AND BEAMS IN FULL ELEVATION. / / ' �� / �,�`� 1 N- ass 4. READY -MIX CONCRETES TO BE NRMCA-CERTIFIED. 1-1/4 STD PIPE E� i 5. ALL CONCRETE IS TO BE NORMAL DENSITY CONCRETE WITH A MAXIMUM SLUMP 5. THE CONTRACTOR SHALL FABRICATE ALL REINFORCEMENT AND FURNISH HEIGHT AS REQUIRED �� 18355 C. ALL ACCESSORIES, BOLSTERS, CHAIRS, SPACER BARS AND SUPPORTS OF 4 INCHES. MAXIMUM AGGREGATE SIZE 3/4 INCH. NECESSARY TO SECURE THE REINFORCEMENT UNLESS INDICATED i �- MULTIPORPOSE i ' : 18" O CONCRETE BASE 6. NO ADDITIONAL WATER SHALL BE ADDED TO THE CONCRETE AT THE JOB SITE. OTHERWISE. ADJUSTABLE CLAMP - - ANTENNA MOUNT O� 6. WHERE INDICATED REINFORCING BARS SHALL BE WELDED IN 7. DO NOT USE CHLORIDE -CONTAINING ADMIXTURES.ACCORDANCE WITH AWS D1.4 "STRUCTURAL WELDING CODE - S. HOT WEATHER CONCRETE: COMPLY WITH ACI 305R. REINFORCING STEEL'. COAX CABLE �RA1lUN DATE: 06130/15 IN REINFORCED MASONRY WALLS, COLUMNS AND BEAMS. REINFORCING 9. REINFORCING OF ALL CONCRETE MEMBERS SHALL HAVE THE FOLLOWING CLEAR 7. CONCRETE COVER: SMALI. BE HELD IN PLACE WITH "DUR-O-WALL" REBAR POSITIONERS. j COVER, OR APPROVED EQUAL, PRIOR TO GROUTING. SIGNED: 05126/15 CONCRETE CAST AGAINST AND INCH 8. IN SLABS WHERE REINFORCING IS SHOWN IN ONE DIRECTION ONLY, ELEVATIONC-0 PERMANENTLY EXPOSED TO EARTH 3 PROVIDE INDICATED TEMPERATURE REINFORCEMENT AT 90 DEGREES TO 18„ PRINCIPAL REINFORCEMENT.��c CONCRETE EXPOSED TO EARTH OR No. Date Revision WEATHER: LAP SPLICES: 6 THROUGH 18 BARS 2 A 10120/14 90% PZD REVISION 5 BAR OR SMALLER 1 1/2 a) SUBMIT PROPOSED LOCATIONS OF LAP SPLICES FOR APPROVAL. 22"x34" SCALE: NOT TO SCALE (� 22"x34" SCALE: NOT TO SCALE (� (�"� PV ANTENNA 5 CONCRETE DETAIL B 12111/14 1QQ/oFZDFINALSET CONCRETE NOT EXPOSED TO WEATHER b) CONCRETE: PROVIDE CLASS B TENSION LAP SPICES U.N.O. 11"x17" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE OR IN CONTACT W17H GROUND: 0 04/27/15 ZONING SUBMITTAL SLABS AND WALLS c) MASONRY: LAP SPLICE BARS A MINIMUM OF 40 BAR DIAMETERS 14 AND #18 BARS 1 1/2 U.N.O. 1 05126/15 GENERATOR REVISION X11 BAR AND SMALLER 1 d) WELDED WIRE MESH - MINIMUM LAP 8 INCHES, MEASURED 2 COLUMNS BETWEEN OUTERMOST CROSS -WIRES OF EACH SHEET. NOTE: PRIMARY REINFORCEMENT, 1. ALL CORNER POSTS SHALL HAVE BARB TIES, STIRRUPS, SPIRALS 1 1/2 10. ENSURE THAT A MINIMUM OF 2 - #5 BARS ARE PROVIDED WIRE/ARMS LEANING OUT Client: CONTINUOUSLY AT ALL SLAB EDGES BY ADJUSTING BAR LENGTHS OR 10. UNLESS OTHERWISE NOTED,PROVIDE A MINIMUM BEARING LENGTH OF 4 INCHES PROVIDING ADDITIONAL TOP/BOTTOM EDGE BARS AS REQUIRED. 2. ALL CENTRAL DROP BAR ASSEMBLIES . z> SHALL HAVE AN ALUMINUM TYPE FOR All. REINFORCED CONCRETE SLABS. 11. PROVIDE 1 - #5 NOSING BAR FOR ALL SILLS. LEDGES, CURBS, PADS � �° MUSHROOM HEAD, PART #15912 AND STEPS UNLESS OTHERWISE INDICATED. MANUFACTURED BY MASTER HALCO, 11. PROVIDE CHAMFERS, REVEALS. REGLETS, RECESSES AND THE LIKE AS SHOWN c� INC OR APPROVED EQUAL. THE ON THE ARCHITECTURAL OR STRUCTURAL DRAWINGS. FOUNDATIONS: r MUSHROOM SHALL BE EMBEDDED 12. NO HOLES OR SLEEVES SHALL BE MADE THROUGH CONCRETE WORK OTHER1. SHELTER ALLOWABLE BEARING PRESSURE USED IN DESIGN 21100 PSF. TOP RAIL INTO FOUNDATION CONCRETE AS 4 THAN THOSE INDICATED ON THE STRUCTURAL DRAWINGS WITHOUT THE APPROVAL 2. ABOVE PARAMETERS ARE ASSUMED. ALL FOUNDATION CRITERIA SHALL BE VERIFIED 12' SHOWN W OF THE STRUCTURAL ENGINEER. BY SOIL ENGINEER IN WRITING TO ACOM CONSULTING PRIOR TO FABRICATION 3. ALL STEEL MATERIAL SHALL BE Verl"..wireless 13. PROVIDE CAST -IN-PLACE CONCRETE FOR MECHANICAL AND ELECTRICAL DIVISIONSAND CONSTRUCTION. COT -DIPPED GALVANIZED ANDONFORM TO FEDERAL b INCLUDING BUT NOT LIMITED TO: EQUIPMENT BASES, HOUSEKEEPING PADS, C DESIGN DATA. 2012 IBC WITH LOCAL AMENDMENTS � SPECIFICATIONS RR -F 191. FENCING CURBS, PITS, UNDERGROUND DUCTBANKS. WIND SPEED: 80 MPH BARBED WIRE WIRE AND POST METAL (GATES, CHAIN 14. ALL FORMWORK OFFSET TOLERANCES {PER ACI 117) TO BE CLASS A. {3 SEC.- GUST} LINK FENCE FABRIC ANDA Implementation Team: EXPOSURE: B ACCESSORIES) IMPORTANCE FACTOR= 1.00 (EQUIPMENT SIDE} 15. FLOOR SLAB TOLERANCE TO ASTM E1155: SPECIFIED OVERALL MINIMUM VALUE 4. GATE HINGE BOLTS SHALL HAVE THEIR OF FLATNESS FF -25 WITH LOCAL MINIMUM FF -17, AND MINIMUM VALUE OF THREADS PEENED OR WELDED TO LEVELNESS FL -20 WITH LOCAL MINIMUM FL -15. MEASURE FL AND FF WITHIN 72 PREVENT UNAUTHORIZED REMOVAL HOURS OF SLAB CONSTRUCTION. rhk 16. ALL EXPOSED EXTERNAL CORNERS OF CONCRETE TO BE TOOLED EDGE, UNLESS': . OTHERWISE NOTED. BAR C-3 E D WIRE ARM_ DETAIL 17. CONTRACTOR SHALL. REFER TO DRAWINGS OF OTHER TRADES AND VENDOR DRAWINGS FOR EMBEDDED ITEMS AND RECESSES. A&E Team: 18. CONTRACTOR SHALL REFER TO DRAWINGS OF OTHER TRADES AND VENDOR DRAWINGS FOR EMBEDDED ITEMS AND RECESSES. CONTRACTOR SHALL VERIFY) ALL SIZES AND LOCATIONS OF ALL ELECTRICAL OPENINGS AND EQUIPMENT PADS WITH THE ELECTRICAL OPENINGS AND EQUIPMENT DETAIL AND SHOP DRAWINGS. 3 STRANDS OF 12.5 GA GALV., BARBED IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL 3" SCH 40 PIPE (3-112" O.D.) WIRE WITH 14 GA 4 POINT BARBS @ OPENINGS AND SLEEVES FOR PROPER DISTRIBUTION FOR ALL UTILITIES. CORNER AND GATE POST, 10'-0" MAX O.G. 12'-0" GATE OPENING 5'-0" 5" O.C. 2" SCH 40 PIPE (2-318" O.D.) C,"ONSULTING INC. ("� jj''""** '[' C IMTERMEDIATE POST 1-114 BARCE SCH 40 PIPE (1-5/8" O.D.) 22"x34" SCALE: NOT TO SCALE 1,.i CONCRETE 1 L. AND REI FOR 'FORCING NOTES 3 11"x17" SCALE: NOT TO SCALE HINGES (TVP} 6'-0" #106°-Q" Project Info:LED LIGHT e ��^+ 200A METER BASE LED LIGHT EQUAL TO SPALDING #ARF LED FLOOD W/ARM/POE UAL TO SPALDING_ �� EUG #ARF2 LED FLOOD W/ ARM/POLE MOUNT PER UTILITY CO - MOUNT OPTION (MOUNTED TO OPTION MOUNTED TO H FRAME V LEAR V ltt"1TEt� ( _ HORZ PIPE JOINED W/ LINE REQUIREMENTS H FRAME LEG) `' STRETCHER BARS, FULL HEIGHT, NOT 4164 JASPER RD LEG) RAIL CLAMP �<','��' CENTRAL DROP „ AS REQ'D BAR ASSEMBLY LESS THAN 3116 x314 MIN. CROSS SPRINGFIELD, OR 97478 SECTION ON ALL GATES AND CORNER 4" Q SCHED 40 GALV PIPE- POSTS 0 W/ CAP (0 Drawing Title: PROVIDE 36" LONG 318" DIA CHAIN LINK 0 6" PIPE STRAPS USED ON ALL #9 GA TIE WIRE @ ALL WELDED TO THE LEADING GATE PIPE UNI -STRAP TO PIPE MOUNTINGS POSTS, RAILS AND BRACES WITH PADLOCK (MASTER LOCK #175LH�"� '" (24" O.C. TVP} j Wf REMOVABLE CORE} C N VT RU CTI O N -..-�- 318" DIA STEEL TRUSS ROD - - ....... rr C- _MAI: GATE CORNERS, GATE AND BAC TO BACK Z' W/TURNBUCKLE ATALL - DETAILS END PANELS cv UNISTRUT W 1 CAPS _ GATE POST #7 GA GALV TENSION WIRE - Project Number: Date: FINISHED GRADE GATE FRAME (TYP} _�PLUNGER CONTINUOUS CATCH SET 05/26/15 IN CONCRETE Drafter: Designer: BACK TO BACK 2" UNISTRUT W/CAPS FIBER BOX ;+•` RM RM ' 48" DEPTH x 18" DIA CONC AUGERS Project Manager: Professional of Record: 2500 PSI CONC. MIN (TYP) 1 '-611 1 '-6" V-6 AM RJ Revision No: Sheet No: (' n� 1'-6" DIA FOR CORNER & GATE POSTS, %11_P1 115- wk, )-5 W 1'-0" DIA FOR LINE POSTS (TYP) Deo civ : 1 A-4 22"x34' SCALE: NOT TO SCALE 22"x34" SCALE: NOT TO SCALEIDWbvU � ZS 11" 17" SC N- F RA11� E DETAIL 2 � F E E D ETAI LB '1 x ALE. NOT TO SCALE 11"x17" SCALE: NOT TO SCALE L" L STEEL PIPE CAP 1f2" THREADED ROD SPLICE PLATE 2 x 2 x 3/16" STEEL ANGLE, 36" LONG. ATTACH TO PIPE W/ 1/2" U -BOLTS. STAINLESS STEEL SNAP -IN HANGER HYBRID AND COAX CABLES TO ANTENNAS (SEE PLAN FOR NUMBER AND POSITION OF CABLES) TOWER PAD BASEPLATE (SEE NOTE 7) TYP. 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE SEE NOTEA FOR BURIED LEDGE,— SEE,NOTE 6. SHELTER COAX ENTRY PORT GROUND BUS BAR. GROUND KITS NOT SHOWN FOR CLARITY. 3/4" PVC WEATHER SEALED TOP & BOTTOM #2 AWG TINNED SOLID TO GROUND RI NG MS 001 IV I NOWN4 603 Le- 1. POSITION BRIDGE ASSEMBLY SO THAT WAVEGUIDE ENTER SHELTER ATWAVEGUIDE PORT CENTERLINE. HEIGHT ABOVE GROUND MAY VARY ACCORDING TO SHELTER AND SITE LAYOUT. 2. COAX SHALL BE SLOPED 1/8" TO THE FOOT, AWAY FROM SHELTER. 3. FOR SOIL, USE 12" DIAM. 3'-6" DEEP PIER FILLED WITH 3000 PSI CONCRETE. INSTALL TOP OF PIER FLUSH WITH PROPOSED GRADE, AND PROVIDE CROWN FOR DRAINAGE. 4. FOR EXPOSED LEDGE, PROVIDE GROUT LEVELING PAD. INSTALL (2) 5/8" EXPANSION ANCHORS, 6" LONG. 5. FOR CONCRETE, FASTEN BASEPLATE W/ (2) 5/8" EXPANSION ANCHORS, 6" LONG. 6. FOR BURIED LEDGE AT LESS THAN 3'-6" BELOW FINISH GRADE, CORE 8" DIAM. HOLE INTO LEDGE 18" DEEP. FILL AROUND PIPE WITH NON -SHRINK GROUT. USE COAL TAR ON BURIED LENGTH OF PIPE, AND BACKFILL TO FINISH GRADE. 7. FOR POSTS ON CONCRETE OR EXPOSED LEDGE, PROVIDE 4" x 8" x 3/8" BASEPLATE WITH (2) 11/16" HOLES 6" O.C. �Ip�iS� on��, o� ove��y �S�c� Ewen f�s�e�l �y a of is D e mr-, Ka c ei v e d' 01 1 .- rig'rnai Submittal____ .......,_ a DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONSTO WORK SHOWN SHALL BE I MPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS I SSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF ACOM CORPORATION. EXPIRAMN DATE: 06/30/15 SIGNED: 05/26/15 No. Date Revision A 10120/14 90% PZD REVISION B 12111/14 100% FZD FINAL SET 1 0 04/27/15 ZONING SUBMITTAL 1 05/26/15 GENERATOR REVISION 2 Client: I implementation Team: A&E Team: ,CONSULTING INC. Project Info. Drawing Title: EUG CLEARWATER 4164 JASPER RD SPRINGFIELD, OR 97478 Friiwo-a I Un Project Number: Date: 05/26/15 Drafter: Designer: RM RM Project Manager: Professional of Record: AM RJ Revision No: Sheet No: 1 A- ----------------- DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL 318" ANCHOR PLATEDIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR 314" Q THR'D INSERT OMISSIONS. NO VARIATIONS OR MODIFICATIONSTO WORK (BY OTHERS) (BY OTHERS) SHOWN SHALL BE IMPLEMENTEDWTHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND 314" O EXP OR (2) #5 CONT. TOP SPECIFICATIONS REMAIN THE PROPERTY OF ACOM EPDXY ANCHOR CORPORATION. J CV `- CV .is ��d Sgt PROP, DEPTH TO MEET - ,< : • .t., _. •' Q)� LOCAL FROST r tr 18355 (REQ'D 12" MIN) c" 6" CONC. SLAB W/94 6x6 - 10110 W.W.M. @ 18" EW @ MID -DEPTH 118" PER FOOT SLOPE 4"GRAVEL OVER LANDSCAPE 0� ; MEDIUM BROOM FINISH WEED BARRIER #3 STIRRUPS Q 18" O.C. U It 6" COMPACTED AGGREGATE W/ TOWELED EDGE co � `0„ � TO 95% MAX UNIT WT PER FINISHED FLOOR ASTM D1557 OF SHELTER 3” MIN CONC COVER AT [E RAnONDATE: 06/30/15 UNIFORM SURFACES & 2" FOUNDATION DETAIL AT FORMED SURFACES --------- PROPOSED EQUIPMENT SHELTER 1" NOSING - TYPICAL (3} #5 CONT. TYP SIGNED: 05126115 NEf No. 5 -O Revision A 10120/14 90% PZD REVISION B 12111/14 100% FZD FINAL SET 0 04127/15 ZONING SUBMITTAL 1 d GENERATOR REVISION 2 LANDSCAPE WEED BARRIER SEALANT y, N:A>r..::.,...._.._..._........-` ;` f< ;� :} } 6„ CONC SLAB ON GRADE UNDISTURBED NATIVE SOIL W/#4 Q 18” EW chi MID -DEPTH CONC. STOOP { - 4" MIN. CLEAN SAND W 2 #4 REBAR CONTINUOUS . :r... I--,' -- (Y ,. ;., •s.. ', 0 � NOTES: ;%�s� .' 4 __ u No. Date Revision A 10120/14 90% PZD REVISION B 12111/14 100% FZD FINAL SET 0 04127/15 ZONING SUBMITTAL 1 05126115 GENERATOR REVISION 2 10 IL VAPOR BARRIER ABOVE 6" T Z W 1/2 EXP. JOINT (FABRIC} 1) GRAVEL AND LANDSCAPE WEED BARRIER TO COVER #3 STIRRUPS Q 18" O.C. '� COMPACTED AGGRAGATE TO i-.- O ENTIRE LEASE AREA. UNDISTURBED 95% MAX WT PER ASTM D1557 LL Client: LL 2) IF FENCED, GRAVEL AND LANDSCAPE WEED BARRIER TO 3- #5 CONT V-011 NATIVE SOIL 24'-0" �) '-0" (8 TYP) Af EXTEND 12" BEYOND FENCE. 3) WEED BARRIER SHALL BE MIRAFI 140NC OR APPROVED EQUAL, q 26'-0" NOTE: FOOTING TO EXTEND MIN 12 ± INTO UNDISTURBED SOIL VERIFY SITE CONDITIONS inwireless 22"x34" SCALE: NOT TO SCALE 22"x34" SCALE: NOT TO SCALE 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE FOUNDATION SECT'jh511"x17" SCALE: NOT TO SCALE CONIC. STOOP DETAIL 411 "x17" SCALE: NOT TO SCALE GRA VEL LE S AREA REA Implementation Team: -011 12" HOLD DOWN PLATE REFER TO SHELTER SHOP .. • :• DRAWINGS FOR NUMBER AND LOCATION "" "°•r . 8 2 St :. i— — — — - — — — — — — — — — — — — — — — — — CV A&E Team: I - - I I rn LO ( I I ! f ! i 12'-O"± (VERIFY IN FIELD) too 'ter EQ. EQ. r CDONSULTING INC. I. 2% MAX SLOPE I 2% MAX SLOPE I ..........................::..:.....::::.:.... :: ....... 7'-0" ;. i. f '•t " it f " ;- -F;` ,:;` .<�. ,:.;� :y,=•��::' •:�.��. ..r... :r=�-s�� y�:-ra•:- _ MAX. ADJ. GRADE SLOPE ANCHOR PLATE DETAIL 31s x 9 x 1-1} ��:� ,.: f��.:� %�h•:�r;�',- - �=�,z-:�:'�Q,r.; ; , '�.� , � •�: �. N �:. ; • Project Info: i ! R -- W/ 4 1 0 HOLES- :. '.:: I — FOR 314 BOLTSEUG r - _ — r FLEA ,. RVtlAT ER p i MIRAFI 50OX OR EQUAL WOVEN GEOTESTILE . _ _ 4164 JASPER RD FABRIC OVER COMPACTED SUBGRADE AND SPRINGFIELD OR 97478 'O STANDARD CONCRETE & REINFORCING BAR NOTES: = UNDER ALL GRANULAR SURFACES 3" MIN. DEPTH OF 3/4" MINUS 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301, CRUSHED ROCK COMPACTED it 12" 24'-0" 12" ACI 318 AND THE SPECIFICATION CAST -IN-PLACE CONCRETE. TO 90% IN ACCORDANCE NATIVE SUBSOIL COMPACT TO 90% IN Drawing Title: 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF WITH ASTM D698 ACCORDANCE WITH ASTM D1557 2500 PSI AT 28 DAYS UNLESS NOTED OTHERWISE. FOUND � ��� CONC PAD STEP - VERIFY LOCATIONS FOUNDATION DESIGN LOADS: WITH SHELTER SHOP DRAWINGS 6" MIN. DEPTH OF 1-112" MINUS NOTE: CONTRACTOR SHALL STRIP SUPERFICIAL, 'rte J PRIOR TO CONSTRUCTION. 1. FOUNDATION HAS BEEN DESIGNED PER 2003 IBC FOR THE CRUSHED ROCK COMPACTED TO 90% IN SOFT, WET, ORGANIC OR DELETERIOUS SOILS '1 r DETAIL FOLLOWING DESIGN LOADS: ACCORDANCE WITH ASTM D698 TO EXPOSE FIRM AND UNYIELDING SOIL (MIN. 6"). �v� ©i ��5 �1 SEISMIC ZONE 4, SOIL TYPE "D" EARTHQUAKE, IF STRIPPING IS REQUIRED DEEPER THAN 6", "" 80 MPH, EXPOSURE BWIND CONTRACTOR SHALL CONTACT VZW � 1 ",V1 CONSTRUCTION MANAGER TO DETERMINE THE 2. ROOF LL = 25PSF (SNOW) APPROPRIATE STRIPPING DEPTH AT THE TIME (� 1 FLOOR LL = 250PSF OF CONSTRUCTION SHELTER DL = 50,OOOLB ° ceiv 3. ASSUMED ALLOWABLE BEARING PRESSURE = 200OPSF DaL NOTE: FOUNDATION SHALL BEAR ON FIRM UNDISTURBED VERIFY FOUNDATION DIMENSIONS WITH SHELTER > 7 2013 SHOP DRAWINGS PRIOR TO CONSTRUCTION NATIVE SOIL. 22"x34" SCALE: NOT TO SCALE F O V N DAT O 1 V PLAN V 2 22"x34.. SCALE: NOT TO SCALE RAVEL AV 1J E'V q V RIVF E 1 11x17" SCALE• NTO SCALE OT 11 x17 SCALE: NOT TO SCALE Project Number: Date: 05/26115 Drafter: Designer: RM RM Project Manager: Professional of Record: AM RJ Revision No: Sheet No: 1 7 -------------- __ ------------ DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATION STO WORK AttacThermal Runaway Procedure Posting SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN Thermal Ru a a Thermal Runaway procedure APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE PROJECT BATTERY SYSTEM DATA Date BATTERY TYPE VALVE REGULATED LEAD ACID (VRLA) NO. OF BATTERIES 54 BATTERY MANUFACTURER C & D TECHNOLOGIES, INC. MODEL NUMBER TEL12-18OF DIMENSIONS 22.01'W x 12.60 ' H x 4.9W DP WEIGHT 131.0 LBS PER BATTERY NO OF CELLS PER UNIT SPECIFIC GRAVITY LEAD WGT PER CELL (LBS) ELECTROLYTE WIEGHT PER CELL (LBS) PURE SULFURIC ACID WEIGHT (LBS) ELECTROLYTE VOLUME PER CELL (GAL) ELECTROLYTE VOLUME TOTAL (GAL) 6 1.320 15.0 4.6 1.9 0.4 2.4 BATTERY REPLACEMENT NOTE: SHELF MOUNTED WITHIN CSAIUL, TYPE 3R RATED, SELF-CONTAINED ENCLOSURE CABINET WITH ENVIRONMENTAL CONTROLS PROJECT BATTERY SYSTEM DATA Date BATTERY TYPE VALVE REGULATED LEAD ACID (VRLA) NO. OF BATTERIES 8 BATTERY MANUFACTURER NORTHSTAR BATTERY COMPANY MODEL NUMBER NSB 17OFT DIMENSIONS 22.0' W x 12.6' H x4.9■ DP WEIGHT 128.0 LBS PER BATTERY NO OF CELLS PER UNIT SPECIFIG GRAVITY LEAD WGT PER CELL (LBS) ELECTROLYTE WIEGHT (LBS) PURE SULFURIC ACID WEIGHT (LBS) ELECTROLYTE VOLUME PER CELL (GAL) ELECTROLYTE VOLUME TOTAL (GAL) N/A NIA(8YES 9.7 22.9 0.9 COMBINATION FLAME ARRESTORIVENT W. 2.08 BATTERY REPLACEMENT NOTE: SHELF MOUNTED WITHIN CSAIUL, TYPE 3R RATED, SELF-CONTAINED ENCLOSURE CABINET WITH ENVIRONMENTAL CONTROLS BATTERY REQUIREMENTS Date Revision NON-RECOMBANT BATTERIES RECOMBANT BATTERIES REQUIREMENTS FLOODED LEAD FLOODED NICK -CAD VALVE REGULATE LITHIUM -ION 04127/15 ACID BATTERIES (NI -Cd) BATTERIES LEAD ACID (VRLA) BATTERIES 2 BATTERIES SAFETY CAPS N/A NIA(8YES 2.2) N/A COMMENTS: PER MANUFACTURER, THE-MISENDURE II PRODUCT ATL -36 UTILIZES A COMBINATION FLAME ARRESTORIVENT W. THERMAL RUNAWAY YES MANAGEMENT N/A N/A (609.3) N/A COMMENTS: BATTERY IS MORE RESILIENT AS A RESULT OF THE LOW SPECIFIC GRAVITY DESIGN. HOWEVER, ADDITIONAL DC POWER PLANT TEMPERATURE COMPENSATION MAY BE REQUIRED BY JURISDICTION. THERMAL RUNAWAY PROCEDURE ACTION SIGNAGE SHALL BE POSTED FOR EASY ACCESS IN ALL BATTERY AREAS. SPILL CONTROLL N/A N/A {NIA) N/A COMMENTS: SPILL CONTROL NOT REQUIRED BY IFC FOR THIS TYPE OF BATTERY. HOWEVER, THE SNOHOMISH COUNTY REQUIRES SPILL CONTROL FOR BATTERIES CONTAINING MORE THAN 50 GALLONS OF ACCUMULATIVE ELECTROLYTE VOLUME. ALL BATTERY ENCLOSURE CABINETS SHALL BE EQUIPPED WITH A LIQUUID TIGHT INTERIOR TRAY LINER INSTALLED AT THE BOTTOM OF THE ENCLOSURE TO SUIT THE JURISDICTIONAL CODE REQUIREMENTS NEUTRALIZATION N/A NIAt YES N/A NIA COMMENTS: NEUTRALIZATION PILLOWS OR SOCKS AS MANUFACTURED FOR SUCH PURPOSES SHALL BE EMPLOYED AND PLACED AT THE INTERIOR BASE OR PERIMETER OF ENCLOSURE AS PER NEUTRALIZATION DEVICE MANUFACTURERS RECOMMENDATION. VENTILATION N/A N/A (808.6IEaS 08.0 .2) N/A COMMENTS: CONTINUOUS VENTILATION SHALL BE PROVIDED AT A RATE OF NOT LESS THAN 1 CUBIC FOOT PER MINUTE PER SQUARE FOOT (IFT/MIN1FT2) SIGNAGE N/A NIA { pg 7) N/A COMMENTS: CODE SPECIFIED BATTERY ROOM SAFETY SIGNAGE, HAZARDOUS MATERIAL SIGNAGE (4 DIAMOND) AND THERMAL RUNAWAY PROCEDURE SIGNAGE SHALL ALL BE CLEARLY POSTED IN ALL BATTERYAREAS SEISMIC PROTECTION N/A N/A F YES { 000 .6) N/A COMMENTS: BATTERY STORAGE ENCLOSURE CABINETS AND ANCHORAGE ARE DESIGNED TO EXCEED ALL IBC CODE REQUIRED SEISMIC FORCES FOR SITE SPECIFIC INSTALLATIONS. SMOKE DETECTION N/A NIA YES N/A COMMENTS: NIA OUTDOOR APPLICATION NOTE: CODE REFERENCES ARE TO 2012 INTERNATIONAL FIRE CODE FOR STATIONARY STORAGE BATTERY SYSTEMS. Handling Overheating Batteries or Thermal Runaway in Vernon Wireless SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF ACOM (A copy of this page shall be laminated or place in a plastic shoat protector and CORPORATION. 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 Is a fire or smoke • it the fire alrms are going o f there is a strong rotten egg a{Hydrogen sulfide) odor importanri Take no action that could produce a spark and Ignite airborne hydrogen If you encounter batteries too hot to touch but there is no smoke and it is safe to remain in facility, ■ Call for help L PROP" • Increase, ventilation it battery area O 1 NE • Reduce charge current either by turning off enough rectifiers so that the load \� {C.N E� X barely Is covered or by lowering the float voltage Increase cooling In the battery area If possible Cr 18355 • If there is a spill or other hazardous situation call the Environmental Hotline at 1-800-488-7800 Do not over -react to battery emergencies. Burning batteries release potentially leathal concentrations of toxic gasses or other chemicals and should be handled by trained First Responders (Fire Department) with appropriate protective clothing and .. Self Contained Breathing Appaaratus {SOBA) H. 1P0� EXPIRATION DATE: 06130/15 THERMAL RUNAWAY PROCEDURE 6 SIGNED: 05126/15 IN CASE OF EMERGENCY CALL N.O.C.C. No. Date Revision A 10/20/14 9011/o PZD REVISION B 12111/14 100% FZD FINAL SETT 0 04127/15 ZONING SUBMITTAL 1 05126/15 GENERATOR REVISION 2 1-800-264-6620 Client: . -1 1 -, I.- I - -1 1-1 1 1 I YV II %LL i LI\ I I/ -%I N% -JI /-1V 1 V/iL_IX L/W I ` SPECIFICATIONS, FCC AND SPECIFICATIONS, FCC AND VERIZON WIRELESS GUIDELINES VERIZON WIRELESS GUIDELINES 'Z ", v e C" 201 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE:NOTTOSCALE RF WARNING SIGNAGE F331 ORR SME LIQUIDS IGNAGE 12 RF NOTICE SIGNAGF 11 I 1 11 1 11 It! 11 1 11 1 1 11 Project Number: Date: 05/26/15 Drafter: Designer: RM RM Project Manager: Professional of Record: AM RJ Revision No: Sheet No: A -8 NOTES: DIM 2 DIM 2 _.... _ 1. INSTALL ANTENNAS PER MANUFACTURER SPECIFICATIONS 2. CONTRACTOR TO TORQUE ALL E..i. MOUNTING HARDWARE PER MANUFACTURER SPEFICATIONS � a � FRS BACK S® DIM 2 DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONSTO WORK SHOWN SHALL BE IMPLEMENTEDIMTHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OFTHIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF ACOM CORPORATION. tt�p PROpfi GIN N '9 ski 18355 H. 1PGfl� EXPIRA i DATE: 06/30/15 TMA MODEL #: COMMSCOPE E15R05P19 * (1) HYBRID CABLE SHALL FEED (4) RRU'S PER SECTOR EACH ANTENNA SHALL HAVE (4) 1/2" COAX TO SIGNED: 05126115 ASSOCIATED RRU (6'-10' LENGTH) o ** (1) HYBRID CABLE SHALL FEED (4) RRU'S PER SECTOR EACH ANTENNA SHALL HAVE (4)1/2" COAX TO TOP ASSOCIATED RRU (6-10' LENGTH) (1) HYBRID CABLE SHALL FEED (4) RRU'S PER SECTOR EACH ANTENNA SHALL HAVE (4)112" COAX TO ASSOCIATED RRU (6'-10' LENGTH) 22"x34" SCALE: NOT TO SCALE PROPOSED ANTENNA DIMENSIONS15- 11"x17" SCALE: NOT TO SCALE MANUFACTURER:RAYCAP MODEL: RCMDC-3315-PF-48 HEIGHT- V-7"" No. QTY DIM 1 DIM 2 DIM 3 SECTOR ALPHA B 12111/14 100% FZD FINAL SET 0 HT4C6318GOOOR 1 94.9" 20.7" 7.4" QAP-660-V-3 1 72.0" 12.5" 7,111 QAP-660-V-3 1 72.0" 12.5" 7.1" HT4C6318GOOOR 1 94.9" 20.7" 7.411 0° HYBRID FIBER TBD RRU SECTOR BETA 250 80'-0" 1 CSS X7CAP-FRO-860-VRO 1 96.0" 14.6" 8.211 QAP-660-V-2 1 72.0" 12.5" 7.111 QAP-660-V-4 1 72.0" 12.511 7.1 " X7CAP-FRO-860-VRO 1 96.0" 14.6" 8.211 25° 90'-0" 1 ANTEL HT4C6318GOOOR (RET=5) SECTOR GAMMA 0° HYBRID FIBER TBD HT4C6318GOOOR 1 94.9 20.7" 7.4" QAP-660-v 3 1 72.0" 12.5" 7.1 " QAP-660-v 3 1 72.0" 12.5" 7.1" HT4C6318GOOOR 1 94.9" 20.7" 7.411 01 "* HYBRID FIBER TBD RRU DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONSTO WORK SHOWN SHALL BE IMPLEMENTEDIMTHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OFTHIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF ACOM CORPORATION. tt�p PROpfi GIN N '9 ski 18355 H. 1PGfl� EXPIRA i DATE: 06/30/15 TMA MODEL #: COMMSCOPE E15R05P19 * (1) HYBRID CABLE SHALL FEED (4) RRU'S PER SECTOR EACH ANTENNA SHALL HAVE (4) 1/2" COAX TO SIGNED: 05126115 ASSOCIATED RRU (6'-10' LENGTH) o ** (1) HYBRID CABLE SHALL FEED (4) RRU'S PER SECTOR EACH ANTENNA SHALL HAVE (4)1/2" COAX TO TOP ASSOCIATED RRU (6-10' LENGTH) (1) HYBRID CABLE SHALL FEED (4) RRU'S PER SECTOR EACH ANTENNA SHALL HAVE (4)112" COAX TO ASSOCIATED RRU (6'-10' LENGTH) 22"x34" SCALE: NOT TO SCALE PROPOSED ANTENNA DIMENSIONS15- 11"x17" SCALE: NOT TO SCALE MANUFACTURER:RAYCAP MODEL: RCMDC-3315-PF-48 HEIGHT- V-7"" No. Date Revision A 10/20/14 PROPOSED ANTENNA AND COAX SCHEDULE B 12111/14 100% FZD FINAL SET 0 04/27/15 SECTOR ALPHA AZIMUTH TIP HEIGHT NUMBER OF ANTENNAS VENDOR MODEL ELEC TILT MECH TILT NUMBER OF FEEDERS FEEDER TYPE FEEDER LENGTH ADDITIONAL EQUIPMENT 700 25° 90'-0" 1 ANTEL H T4C631 8G000 R (RET=5) 0° 0° HYBRID FIBER TBD RRU AWS 250 80'-0" 1 CSS OAP -660-V-3 0° 0° * HYBRID FIBER TBD RRU PCS 25° 80'-0" 1 CSS OAP -660-V-3 0° 0° HYBRID FIBER TBD RRU 850 25° 90'-0" 1 ANTEL HT4C6318GOOOR (RET=5) 0° 0° HYBRID FIBER TBD RRU SECTOR BETA AZIMUTH TIP HEIGHT NUMBER OF ANTENNAS VENDOR MODEL ELEC TILT MECH TILT NUMBER OF FEEDERS FEEDER TYPE FEEDER LENGTH ADDITIONAL EQUIPMENT 700 1200 90'-0" 1 CSS X7CAP-FRO-860-VRO(RET=4) 0° 01 "* HYBRID FIBER TBD RRU AWS 120° 80'-0" 1 CSS OAP -660-V-2 00 0° ** HYBRID FIBER TBD RRU PCS 120° 1 80'-011 1 CSS QAP-660-V-4 00 0° ** HYBRID FIBER TBD RRU 850 120° 90'-0" 1 CSS X7CAP-FRO-860-VRO(RET=4) 0° 0° ** HYBRID FIBER TBD RRU SECTOR GAMMA AZIMUTH TIP HEIGHT NUMBER OF ANTENNAS VENDOR MODEL ELEC TILT MECH TILT NUMBER OF FEEDERS FEEDER TYPE FEEDER LENGTH ADDITIONAL EQUIPMENT 700 260° 90'-0" 1 ANTEL HT4C6318GOOOR (RET=5) 0° 0° *"* HYBRID FIBER TBD RRU AWS 260° 80'-0" 1 CSS QAP-660-V 3 0° 00 *"* HYBRID FIBER TBD RRU PCS 260° 80'-0" 1 CSS QAP-660-V-3 0° 01 *** HYBRID FIBER TBD RRU 850 260° 90'-011 1 ANTEL HT4C6318GOOOR (RET=5) 0° 0° "** HYBRID FIBER TBD RRU DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONSTO WORK SHOWN SHALL BE IMPLEMENTEDIMTHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OFTHIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF ACOM CORPORATION. tt�p PROpfi GIN N '9 ski 18355 H. 1PGfl� EXPIRA i DATE: 06/30/15 TMA MODEL #: COMMSCOPE E15R05P19 * (1) HYBRID CABLE SHALL FEED (4) RRU'S PER SECTOR EACH ANTENNA SHALL HAVE (4) 1/2" COAX TO SIGNED: 05126115 ASSOCIATED RRU (6'-10' LENGTH) o ** (1) HYBRID CABLE SHALL FEED (4) RRU'S PER SECTOR EACH ANTENNA SHALL HAVE (4)1/2" COAX TO TOP ASSOCIATED RRU (6-10' LENGTH) (1) HYBRID CABLE SHALL FEED (4) RRU'S PER SECTOR EACH ANTENNA SHALL HAVE (4)112" COAX TO ASSOCIATED RRU (6'-10' LENGTH) 22"x34" SCALE: NOT TO SCALE PROPOSED ANTENNA DIMENSIONS15- 11"x17" SCALE: NOT TO SCALE MANUFACTURER:RAYCAP MODEL: RCMDC-3315-PF-48 HEIGHT- V-7"" No. Date Revision A 10/20/14 90% PZD REVISION B 12111/14 100% FZD FINAL SET 0 04/27/15 ZONING SUBMITTAL 1 05/26/15 GENERATOR REVISION 2 WIDTH: V-4" DEPTH: 1U' Client: WEIGHT: 26.9 LBS (WITH MOUNT) COLOR: DARK GRAY PROPOSED VERIZON WIRELESS PROPOSED VERIZON WIRELESS PCS PANEL ANTENNA MOUNTED AWS PANEL ANTENNA MOUNTED TO PROPOSED ANTENNA MOUNT TO PROPOSED ANTENNA MOUNT j =.`J PROPOSED VERIZON WIRELESS h PROPOSED VERIZON WIRELESS 700 PANEL ANTENNA MOUNTED TO 850 PANEL ANTENNA MOUNTED TO 4' PROPOSED ANTENNA MOUNT J�� PROPOSED ANTENNA MOUNT ff1/! •✓ 1. 5 r r less ------------- ------ ---------- I �• Implementation Team: I ---- ---------- -------------------- ----- --------- ---- s' -�-�- :: .A 'iJ 1 1 It .. ------ ............... . . ....... ..-......•..v.........-r..--..a-..r _.:5 .......................• ..........••.._•--•_--•-••_-... ........ .................. ................ gyp• }' I II_� L__ ....:}.._•..................•__•_-...___._-•_--•-._-•_•-_--.--_-- .. ..•.-......_..--...._.._-.._._..._.yam _..f............_.. s Yl ....... PROPOSED VERIZON WIRELESS . 10" j ANTENNA MOUNT PROPOSED VERIZON WIRELESS PLAN 1® FRONT VIEW SIDE 850 PANEL ANTENNA MOUNTED TO ;' PROPOSED VERIZON WIRELESS PROPOSED ANTENNA MOUNT .`�'' RAYCAP SPLITTER/SURGE SUPPRESSOR MOUNTED TO i' A&E Team: PROPOSED MOUNT (TYP OF 3) 3. 22"x34" SCALE: NOT TO SCALE/� PROPOSED VERIZON WIRELESS 11"x17" SCALE: NOT TO SCALE RAYCAP SPLITTER DETAIL "f' /' ' :�" " , 'f' 700 PANEL ANTENNA MOUNTED TO r` "" <� `• "^ ' PROPOSED ANTENNA MOUNT PROPOSED VERIZON WIRELESS AWS PANEL ANTENNA MOUNTED 0 N S U L T I N G I N C r TO PROPOSED ANTENNA MOUNT MANUFACTURER: ERICSSON MODEL: RRUS 12 HEIGHT: V-8" x`f WIDTH: 1'-7"� Project Info: i, 611 DEPTH: 6"i ::-:�.:.ti.-_;..�';•.-.. ,!r f;, ; ��^^++ <> PROPOSED 85'-0"; E V 1-7 WEIGHT: 58 LBS c''kK? .-...r},MONOPINE PROPOSED VERIZON WIRELESS COLOR: OFF-WHITE f. PCS PANEL ANTENNA MOUNTED CLEARVIlATER TO PROPOSED ANTENNA MOUNT 4164 JASPER RD /" -� ? �,,.,..•�- ,r` ;' ��'� SPRINGFIELD, OR 97478 ` h! 7� o Drawing Title: ' PROPOSED 1.7 ANTENNA 00 PROPOSED VERIZON WIRELESS _ t� v" PCS PANELANTENNA MOUNTED : ; ;;.�...............•....._......,?-._._..._...---.-.-.--........- -K. PROPOSED VERIZON WIRELESS ... CONFIGURATION I TO PROPOSED ANTENNA MOUNT i'':-''< .--------------------------------- ----:' ' AWS PANEL ANTENNA MOUNTED TO PROPOSED ANTENNA MOUNT 1 1---------------�----�; . ; O vl I PROPOSED VERIZON WIRELESS PROPOSED VERIZON WIRELESS N 700 PANEL ANTENNA MOUNTED TO 850 PANEL ANTENNA MOUNTED TO PROPOSED ANTENNA MOUNT PROPOSED ANTENNA MOUNT Da"L- O{',ved' FRONT VIEW SIDE PROPOSED VERIZON WIRELESS RRU MOUNTED TO PROPOSED MOUNT MAY 7, 2015 (TYP OF 12) �� O 22"x34" SCALE: NOTTO SCALE 22"x34" SCALE: 1/2" =1'-0" �� 11" 47"SCALE'N T ERI SSON RRUS 12 DETAIL 2 11 1, , 11 PRnPt�SED ANTENNA nNFIC-URATION 1 x O TO SCALE 11 x17 SCALE: 114 =1-0 2' 1' 0" 2' Project Number: Date: 05/20115 Drafter: Designer: RM RM Project Manager: Professional of Record: AM RJ Revision No: Sheet No: 1RF-1