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HomeMy WebLinkAboutPlan, Tentative APPLICANT 5/1/2015 (2)0 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 A 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. BEGINNING AT A POINT 27.58 CHAINS SOUTH OF THE NORTHEAST CORNER OF THE JOHN 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 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 POINT 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 COMPLIAINUE 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 IMPLEMENTATION CONTACT: TOM WALL VERIZON WIRELESS (VAW) LLC (d/b/a VERIZON WIRELESS) 185 MAPLE ST EUGENE, OR 97402 PHONE: (541) 401-0001 tom.wall@verizonwireless.com PROPERTY OWNER CONTACT: JOHN ERVING, BROKER JASPER JUNCTION LLC 85831 PARKLANE CIRCLE PLEASANT HILL, OR 97455 PHONE: (541) 345-4860 APPLICANT/CLIENT CONTACT: CHIP O'HEARN SMARTLINK 621 SW ALDER ST, SUITE 660 PORTLAND, OR 97205 PHONE: (503) 490-2997 chip.ohearn@smartlinkiic.com PERMIT CONTACT: LAUREN RUSSELL SMARTLINK 621 SW ALDER ST, SUITE 660 PORTLAND, OR 97205 PHONE: (503) 241-0279 lauren. russell@smartlinkllc.com A&E CONTACT: RICK MATTESON ACOM CONSULTING, INC 1125 SE CLATSOP ST PORTLAND, OR 97202 PHONE (425) 209-6723 rick.mafteson@acomconsultinginc.com f�[k Wnv�- MOV3 SCOPE OF WORK VERIZON WIRELESS PROPOSES TO INSTALL AN UNMANNED TELECOMMUNICATIONS FACILITY CONSISTING OF A 85' MONOPINE STEALTH POLE WITH (12) ANTENNAS AND RELATED EQUIPMENT AND ACCESSORIES. DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION, ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF ACOM CORPORATION. EXPIRATION DATE: 06/30/15 SIGNED: 04/27/15 No. I Date I Revision A 1 10/20/14 1 90% PZD REVISION M- M IIIiY 0 1 04/27/15 1 ZONING SUBMITTAL 1 2 Client: Da,rl Received, OI- na€ �S ubrnitta€ FP roject Info: Drawing Title: Ill P R 0" J E C' 67 1 N F 0 "' R M A T 10 "' N JURISDICTION: CITY OF SPRINGFIELD NEW IMPERVIOUS AREA. 377.25 SF ZONING CLASS: CC (COMMUNITY COMMERCIAL) OCCUPANCY GROUP: UTILITY CONSTRUCTION TYPE: VB TAX PARCEL ID: 1802052300100 PARCEL SIZE: 5.2 ACRES LATITUDE: 440 02'10.02" N 44.036117° LONGITUDE: 1220 57'47.28" W -122.9631330 GROUND ELEVATION: 489' AMSL STRUCTURE HEIGHT: 85'-0" (TOP OF PROPOSED TOWER) BEGINNING AT A POINT 27.58 CHAINS SOUTH OF THE NORTHEAST CORNER OF THE JOHN 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 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 POINT 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 COMPLIAINUE 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 IMPLEMENTATION CONTACT: TOM WALL VERIZON WIRELESS (VAW) LLC (d/b/a VERIZON WIRELESS) 185 MAPLE ST EUGENE, OR 97402 PHONE: (541) 401-0001 tom.wall@verizonwireless.com PROPERTY OWNER CONTACT: JOHN ERVING, BROKER JASPER JUNCTION LLC 85831 PARKLANE CIRCLE PLEASANT HILL, OR 97455 PHONE: (541) 345-4860 APPLICANT/CLIENT CONTACT: CHIP O'HEARN SMARTLINK 621 SW ALDER ST, SUITE 660 PORTLAND, OR 97205 PHONE: (503) 490-2997 chip.ohearn@smartlinkiic.com PERMIT CONTACT: LAUREN RUSSELL SMARTLINK 621 SW ALDER ST, SUITE 660 PORTLAND, OR 97205 PHONE: (503) 241-0279 lauren. russell@smartlinkllc.com A&E CONTACT: RICK MATTESON ACOM CONSULTING, INC 1125 SE CLATSOP ST PORTLAND, OR 97202 PHONE (425) 209-6723 rick.mafteson@acomconsultinginc.com f�[k Wnv�- MOV3 SCOPE OF WORK VERIZON WIRELESS PROPOSES TO INSTALL AN UNMANNED TELECOMMUNICATIONS FACILITY CONSISTING OF A 85' MONOPINE STEALTH POLE WITH (12) ANTENNAS AND RELATED EQUIPMENT AND ACCESSORIES. DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION, ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF ACOM CORPORATION. EXPIRATION DATE: 06/30/15 SIGNED: 04/27/15 No. I Date I Revision A 1 10/20/14 1 90% PZD REVISION M- M IIIiY 0 1 04/27/15 1 ZONING SUBMITTAL 1 2 Client: Da,rl Received, OI- na€ �S ubrnitta€ FP roject Info: Drawing Title: Ill Project Number: Date: 04/27/15 Drafter: RM Designer: RM Project Manager: AM Professional of Record: RJ Revision No: 0 Sheet No: T-1 GENERAL NOTES 1. WORK SHALL COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. ALL 16. VERIFY ALL EXISTING DIMENSIONS PRIOR TO PERFORMING WORK. NECESSARY LICENSES, CERTIFICATES, ETC., REQUIRED BY AUTHORITY HAVING JURISDICTION SHALL BE PROCURED AND PAID FOR BY THE CONTRACTOR. 17. VERIFY LOCATION OF ALL BURIED UTILITIES PRIOR TO ANY EXCAVATION. 2. ACOM AND THE ARCHITECT HAVE NOT CONDUCTED, NOR DOES IT INTEND TO CONDUCT ANY INVESTIGATION AS TO THE PRESENCE OF HAZARDOUS MATERIAL, INCLUDING, BUT NOT LIMITED TO, ASBESTOS WITHIN THE CONFINES OF THIS PROJECT. ACOM DOES NOT ACCEPT RESPONSIBILITY FOR THE INDEMNIFICATION, THE REMOVAL, OR ANY EFFECTS FROM THE PRESENCE OF THESE MATERIALS. IF EVIDENCE OF HAZARDOUS MATERIALS IS FOUND, WORK IS TO BE SUSPENDED AND THE OWNER NOTIFIED. THE CONTRACTOR IS NOT TO PROCEED WITH FURTHER WORK UNTIL INSTRUCTED BY THE OWNER IN WRITING. 3. ALL MATERIAL FURNISHED UNDER THIS CONTRACT SHALL BE NEW, UNLESS OTHERWISE NOTED. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP. THE CONTRACTOR SHALL REPAIR OR REPLACE AT HIS EXPENSE ALL WORK THAT MAY DEVELOP DEFECTS IN MATERIALS OR WORKMANSHIP WITHIN SAID PERIOD OF TIME OR FOR ONE YEAR AFTER THE FINAL ACCEPTANCE OF THE ENTIRE PROJECT, WHICHEVER IS GREATER. 4. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS AND UTILITIES AT THE JOB SITE BEFORE WORK 1S 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 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 AL 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. 18. IN RAWLAND CONDITIONS, TOWER FOUNDATION STRUCTURAL STEEL TO BE GROUNDED PRIOR TO CONCRETE POUR. TOWER FOUNDATION STRUCTURAL STEEL TO BE CONNECTED TO PERMANENT GROUND ROD PRIOR TO TOWER ERECTION. TOWER GROUND MUST BE MAINTAINED AT ALL TIMES. 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FOR COMMERCIAL POWER IMMEDIATELY UPON AWARD OF CONTRACT. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP ALL DOCUMENTATION RECEIVED FROM THE POWER COMPANY, ACKNOWLEDGING APPLICATION FOR POWER, WRITTEN AND VERBAL DISCUSSIONS WITH THE POWER COMPANY, ETC. 20. THE GENERAL.CONTRACTOR SHALL OBTAIN WRITTEN CONFIRMATION OF THE EXPECTED DATE OF COMPLETION OF THE POWER CONNECTION FROM THE POWER COMPANY. 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 IS 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 IS 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.- 14. ONTRACTOR. 1. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLES SHALL CONFORM TO ASTM A307 OR ASTM A36. ALL STRUCTURAL FASTENERS FOR STRUCTURAL STEEL FRAMING SHALL CONFORM TO ASTM A325. FASTENERS SHALL BE 5/8" MIN. DIA. BEARING TYPE CONNECTIONS WITH THREADS EXCLUDED FROM THE PLANE. ALL EXPOSED FASTENERS, NUTS, AND WASHERS SHALL BE GALVANIZED OTHERWISE NOTED. CONCRETE EXPANSION ANCHORS SHALL BE HILTI KWIK BOLTS UNLESS OTHERWISE NOTED. ALL ANCHORS INTO CONCRETE SHALL BE STAINLESS STEEL. 2. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH. CONTRACTOR SHALL VERIFY MAGNETIC NORTH AND NOTIFY CONSULTANT OF ANY DISCREPANCY BEFORE STARTING CONSTRUCTION. 3. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT. 4. THOROUGHLY REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND CONNECTIONS. 5. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHARP BENDS. ALL BENDS TO BE A MIN. OF 8" RADIUS. 6. FOR GROUNDING TO BUILDING FRAME AND HATCH PLATE GROUND BARS. USE A TWO -BOLT HOLE NEMA DRILLED CONNECTOR SUCH AS T&B 32007 OR APPROVED EQUAL. 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 WASTE WATER WILL BE GENERATED AT THIS LOCATION. 6. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. 7. VERIZON WIRELESS MAINTENANCE CREW (TYPICALLY ONE PERSON) WILL MAKE AN AVERAGE OF ONE TRIP PER MONTH AT ONE HOUR PER VISIT. I LEGEND I I MPORTANT NOTICE BUILDING/WALL/DETAIL SECTION Detail Number A . A-1 Sheet Number Where Detailed REFERENCE 0A -1C Referenced Drawing LARGE SCALE DETAIL $ Detail Number >. B s ®ate®mem®o$ R-1 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. dile, CoP� �n2+5-000iti Sete Elm �ev\Wbv-o t`fP�is-00003 -�cscve�i�na� u� MAY 0 1 2015 OrggInal Submittal � Y DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF ACOM CORPORATION. EXPIRATION DATE: 06/30/15 SIGNED: 04/27/15 No. Date Revision A 10/20/14 90% PZD REVISION B 12/11/14 100% FZD FINAL SET 0 04/27/15 ZONING SUBMITTAL 1 Sheet No: 0 2 Client: Implementation Team: CONSULTINGA&E Team: Project Info. EUG LEARWATER 4164 JASPER RD SPRINGFIELD, OR 97478 Drawing Title: Project Number: Date: 04/27/15 Drafter: Designer: RM RM Project Manager: Professional of Record: AM RJ Revision No: Sheet No: 0 T-2 lyTso/O �oIG�B� 9 YAMHILL POLK CLACKAMAS LINN LANE f COOS I DOUGLAS CURRY J `('JOSEPHINE JACKSON TAX LOT 18020622 2?,? HORACE STREET Lo _rn w ;d yo N UMATILLA WALLOWA .o y MORROW WASCO �� GILLIAM UNION WHEELER JEFFERSON CROOK DESCHUTES LAKE KLAMATH SCALE : NOT TO SCALE BAKER GRANT HARNEY I MALHEUR I 4044 NOTES i ul-JOGRAPHIC ® EUG-CLEARWA TER 1. THE BOUNDARY SHOWN ON THIS SURVEY IS BASED ON MONUMENTA77ON FOUND AND RECORD j INFORMATION. THIS IS NOT A BOUNDARY SURVEY. THIS IS A SPECIALIZED TOPOGRAPHIC MAP WITH PROPERTY 1 � NORTHWEST QUARTER TER O/c SECTION � LINES AND EASEMENTS BEING OF GRAPHIC DEPICTION BASED ON INFORMATION GATHERED FROM VARIOUS IN SOURCES OF RECORD AND AVAILABLE MONUMENTA71ON FOUND DURING THE FIELD SURVEY. PROPERTY LINES OF TITLE WERE NOT INVESTIGATED NOR SURVEYED EXCEPT AS SHOWN ON THIS PLAN. NO PROPERTY TOWNSHIP 18 SOUTH RANGE 2 WEST OF THE WILLAMETTE MERIDIAN MONUMENTS WERE SET. J 2. PROPERTY LINE SHOWN ON THIS SURVEY ARE BASED ON SURVEY CS -41420, CS -40329, G.S. 34759 AND SPRINGFIELD, OREGON 3. 33080 ON FILE THE LANE COUNTY SURVEYOR'S OFFICE. 3. McKAY GONSULiING LLC WAS PROVIDED A COPY OF TIRE REPORT FOR THE PROJECT PREPARE BY HARLOW RD TAX LOT E TAX LOT 18020622 1400 35 1802062 101 IL... a ®. CONTROL J. POINT 101 � -- — ----- -� A- — o. I N8820'42"W 509.78' I I V40' I TAX LOT I ") 18020623 100 HORACE STREET RIGHT-OF-WAY PER DOCUMENT 2006-073983 N8829'34"W 148.90' o Cl Clq N88 29'37"W 148.93' 02 ---__..------- , wN EXISTING I I BUILDING I w I SEE DETAIL I I TO RIGHT C'S I C4 N8859'12"W 138.06' — 141.$0 '---' C3 N88 59'12"W 137.46' t— — — — — — — — — — 'p1 � N16*16 �--' I PUBLIC UTILITY EASEMENT PUBLIC UTILITY AND PER DOCUMENT 99020274 I � SIDEWALK EASEMENT PER I DOCUMENT 2006-073983 CONTROL I A�� L �T N r f S TAX LOT Potty o02 Tj w I 10206L20v 18020623 100 I00 "' ,S' 7 GRAPHIC SCALE a o sa 120 0 z 1 Inch = 60 ft. 18020623 200 10 -YEAR TIME OF TRAVEL ZONE LINE FOR WILLAMETTE WELLHEAD AREA N8750'30"W 412.61' JASPER ROAD (COUNTY ROAD No. 39) 7' 40, 1 11 IT I' i SURVEYED OCTOBER 13, 2014 SCALE : NOT TO SCALE 14" CONIFEROUS TREE (TYP.) GRAPHIC SCALE 0 20 40 1 Inch = 20 ft. PROPOSED rsJEASE AREA FIDELITY NATIONAL 11TLE INSURANCE COrdPANY OF OREGON DATED SEPTEMBER 3, 2014, TIRE NUMBER 4614032852-F7EUG25. 4. FLOOD ZONE DATA - FEMA FLOOD INSURANCE RATE MAP NUMBER 41039CII62-F SHOWS THE SUBJECT PROPERTY IS IN AN UNSHADED ZONE "X; SO IT IS NOT IN A SPECIAL FLOOD HAZARD AREA (SFHA). UTILITY CAUTION NO UNDERGROUND UTILITIES WERE LOCATED IN THE COURSE OF THIS SURVEY. CALL FOR N UTILITY LOCATES BEFORE DIGGING. E BENCH MARK THE DATUM FOR THIS SURVEY IS NAVD 88. AN ELEVATION WAS ESTABLISHED FOR S CONTROL POINT #101 USING GPS METHODS AND GEOIDI2A. STEEL SPIKE IN GROUND 28' NORTHWEST OF THE NORTHEAST PROPERTY CORNER (SEE SITE PLAN). ELEV = 489.63 BASIS OF BEARINGAOCAL DATUM PLANE COORDI NA TES 1HUKSION RD DESIGNED BY. KAID E. McKAY CURVE TABLE THE BAS/S OF BEARING FOR THIS SURVEY 1S THE OREGON STATE PLANE COORDINATE % NO. RADIUS(ft) DELTA LENGTH(ft) CHORD(ft) CHORD BEARING Cl 133.00 16'15'16" 37.73 37.60 N8322'45"E C2 183.00 1675'16" 51.92 51.74 N83'2245"E C3 133.00 15 45'41 " 36.59 36.47 N83 0758"E C4 183.00 15 45'41 " 50.34 50.18 N83'0758 "E 18020623 200 10 -YEAR TIME OF TRAVEL ZONE LINE FOR WILLAMETTE WELLHEAD AREA N8750'30"W 412.61' JASPER ROAD (COUNTY ROAD No. 39) 7' 40, 1 11 IT I' i SURVEYED OCTOBER 13, 2014 SCALE : NOT TO SCALE 14" CONIFEROUS TREE (TYP.) GRAPHIC SCALE 0 20 40 1 Inch = 20 ft. PROPOSED rsJEASE AREA FIDELITY NATIONAL 11TLE INSURANCE COrdPANY OF OREGON DATED SEPTEMBER 3, 2014, TIRE NUMBER 4614032852-F7EUG25. 4. FLOOD ZONE DATA - FEMA FLOOD INSURANCE RATE MAP NUMBER 41039CII62-F SHOWS THE SUBJECT PROPERTY IS IN AN UNSHADED ZONE "X; SO IT IS NOT IN A SPECIAL FLOOD HAZARD AREA (SFHA). UTILITY CAUTION NO UNDERGROUND UTILITIES WERE LOCATED IN THE COURSE OF THIS SURVEY. CALL FOR N UTILITY LOCATES BEFORE DIGGING. E BENCH MARK THE DATUM FOR THIS SURVEY IS NAVD 88. AN ELEVATION WAS ESTABLISHED FOR S CONTROL POINT #101 USING GPS METHODS AND GEOIDI2A. STEEL SPIKE IN GROUND 28' NORTHWEST OF THE NORTHEAST PROPERTY CORNER (SEE SITE PLAN). ELEV = 489.63 BASIS OF BEARINGAOCAL DATUM PLANE COORDI NA TES 1HUKSION RD SOIL TYPES 1. SOIL TYPES ARE DEFINED FROM THE WEB SOIL SURVEY AVAILABLE FROM THE NATIONAL RESOURCES CONSERVA77ON SERVICE. THE WEB SOIL SURVEY WAS CONSULTED ON APRIL 23, 2015. 2. SOIL TYPES ON TAX LOT 18020523-100 INCLUDE. 2.1. CHAPMAN-URBAN LAND COMPLEX CONSISTING OF 45% CHAPMAN AND SIMILAR SOILS AND 401'ol URBAN LAND; A SOIL COMPLEX CONTAINING LOAM, GRAVELLY SANDY LOAM AND VERY GRAVELLY SANDY LOAM. 2.2. CLOQUATO SILT LOAM CONSISTING OF 85% COQUATO AND SIMILAR SOILS CONTAINING SILT LOAM AND STRATIFIED SAND TO SILT LOAM. �p�.15-plJvp3 bisc�'��� V 2, 6 u -y\ 3 4 l 'Ie ��cv MAY 0 11 21115 rr ina', E s liiitt l_ . I co C* co N co M O Q N � F '3 DESIGNED BY. KAID E. McKAY OREGON: THE BAS/S OF BEARING FOR THIS SURVEY 1S THE OREGON STATE PLANE COORDINATE % DRAWN BY.• KAID E. McKAY I SYSTEM OF 1983, SOUTH ZONE (3602) WITH COORDINATES ESTABLISHED USING GPS AND E 12 THE OREGON DEPARTMENT OF TRANSPORTATION'S ORGN SERVICE. 59859 A' LOCAL DATUM PLANE COORDINATES. AN AVERAGE COMBINED SCALE FACTOR OF LEGEND 0 WAS USED OESONVERT GRID COORDINATESGROUND COORDINATES SO EWOULD �fi JOB NAME: ACOM EUG CLEARWATER CALCULATED ULATED GRID DISTANC014022 AND GROUND DIOST DISTANCE MATO ICu ® PROPERTY BOUNDARY CON TROL POI N T COORDI NA TES (LDP) ----------------- EASEMENT LINE POINT 101 POINT 102 E STEEL SPIKE IN GROUND STEEL SPIKE IN GROUND CONTOUR LINE NORTHING. 873,177.91 NORTHING. 872,852.55 EASTING:4,273,869.17 EASTING: 4,273,708.21 � t CONCRETE SIDEWALK ELEVATION: 489.63 ELEVATION: 490.30 GRA VEL PAVEMENT LEGAL DESCRI P TION OF PROPER T Y BEGINNING AT A POINT 27.58 CHAINS SOUTH OF THE NORTHEAST CORNER OF THE JOHN L� CONTROL POINT R. MAGNESS DONATION LAND CLAIM No. 50, TOWNSHIP 18 SOUTH RANGE 2 WEST OF THE CD 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 o W N FEET,• THENCE SOUTH 545.59 FEET TO THE MIDDLE OF THE COUNTY ROAD; THENCE EAST 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 2609" LANE COUNTY, OREGON. EXCEPTING THEREFROM THOSE PORTIONS CONVEYED TO THE CITY OF SPRINGFIELD BY I Q FOUND 5/8" IRON ROD WITH RED PLASTIC DEED RECORDED JULY 12, 2005 RECEPTION No. 2005-051442, AND RECORDED OCTOBER N ti 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 5, w o MARKED "LANE CO PW" SOIL TYPES 1. SOIL TYPES ARE DEFINED FROM THE WEB SOIL SURVEY AVAILABLE FROM THE NATIONAL RESOURCES CONSERVA77ON SERVICE. THE WEB SOIL SURVEY WAS CONSULTED ON APRIL 23, 2015. 2. SOIL TYPES ON TAX LOT 18020523-100 INCLUDE. 2.1. CHAPMAN-URBAN LAND COMPLEX CONSISTING OF 45% CHAPMAN AND SIMILAR SOILS AND 401'ol URBAN LAND; A SOIL COMPLEX CONTAINING LOAM, GRAVELLY SANDY LOAM AND VERY GRAVELLY SANDY LOAM. 2.2. CLOQUATO SILT LOAM CONSISTING OF 85% COQUATO AND SIMILAR SOILS CONTAINING SILT LOAM AND STRATIFIED SAND TO SILT LOAM. �p�.15-plJvp3 bisc�'��� V 2, 6 u -y\ 3 4 l 'Ie ��cv MAY 0 11 21115 rr ina', E s liiitt l_ . I co C* co N co M O Q N � F '3 DESIGNED BY. KAID E. McKAY OREGON: 'ca E % DRAWN BY.• KAID E. McKAY I CHECKED BY: KAID E. MCKAY qo g 59859 A' n EXPIRES: 12-3'1-2016 0 Z5 �fi JOB NAME: ACOM EUG CLEARWATER ICu S JOB #: 13035 SHEET I OF 1 E K� Q � f 511,31, CD tx L r - C o W N &. �� I Q N ti a� rn 5, w o Lu 0 =�C Cu a �m C Ca 00 Loo a�li o T IN REGISTERED > PROFESSIONAL LAD SURV 1 DESIGNED BY. KAID E. McKAY OREGON: % DRAWN BY.• KAID E. McKAY I CHECKED BY: KAID E. MCKAY NOVEMBER 10, 09 KAID EDWARD MCKAi g 59859 � n EXPIRES: 12-3'1-2016 0 Z5 �fi DESIGNED BY. KAID E. McKAY UJ DRAWN BY.• KAID E. McKAY I CHECKED BY: KAID E. MCKAY E DATE: 2014-10--15 REVISED ON: Lo n 0 �fi JOB NAME: ACOM EUG CLEARWATER S JOB #: 13035 SHEET I OF 1 :.... ......... - a T' ACCESS SS P_A_._T... H POWER, GA S &FBERMONOPINE - ...................... .. CONDUITS . ......... q7 t. - ....: _ I TAX LOT (E) PROPERTY LINE ®I (509.7„8�0') a" EXISTING 18020521 1 0 r 0NR d an .m 0 at� TELCO ZONING:10'SIDE SET -BACK LINE — ^-• _-,_ —. — — — — — — — -- l 'Y•'Y a � � ®®®®0 � � � 0 a ®®� � ®� ,�,-�. ;;. G_ i ,— --- ----- o VAULT LOW DENSITY _w -- <`V O . wv• � x` r: o r' Y .r I r, �RESIDENTIAL <;'`�. DENT A '�-�• RESI �" � e'er-.._,. • ° �' ,. .• ..:� :j. _... EXISTING r r 4A r e t , _ _ UTILITY e erle u♦'�J s�' _ -- �� I �XFMR - EXISTING TREES EXISTING TREES PROPOSED ; *7TO REMAIN VZW GASTQ REMAIN ............ eDEMARC _ I^ Z 1 O � O 0 Fj- i� f- o -d:• z. v •i �y•--��eil V w \\ �-e x x x 18' -� 0 �f 7 of p 'te T ee 267- $ f`i i� , M• o Y _ _ yrY-/ - � , ( : 4 - . e_e�K ��� l♦TAX L T REFERTOTOPOGRAPHICAL f - it fY/'' � E / rv' , +'{TT wC.L. t i 1 i NbL� ■ oa ••lt R ' .. �•ya�'> i• • •`'_66iddnn_l ee , �dr o '1 Y3 ' X IST I N G18021523 SURVEYY SHEET FORSITEw _TAX rf ,anti 1' �e x , . , 0 GZOKING. MEDIUM DRAINAGE 1 0 BUILDIN DENSITYRESIDENTIAL 1 TO A-1.1 r_VREMAIN L W E a � O v r NEW W ,t AS, PHAL, T ENTRY 1 r - b G GRASS ,x_11 ,_ _ - ry PER FIRE DEPARTMENT LfI2lI_<_/1ILTI✓1117_ .. j EXISTING ! �• ., f _ j °v .,Mat"' a Lu � �. :cs: AREA TO REMAIN \ REQUIREMENTS �i [Li , �` 2 ` - TJ `t I ] i r e r 1 / K —j'�. �. 6 �. .......... _ '"" J� e�i.�{ . 3m' `O a.'a �a II'9.° e .___ ._. ♦. ., r.�'° ,r.,.__a ,., ..r ..+ . •.` •e _ , .• _ �� B'� �tNEI• „m t GRAVEL HORACE STREET cK RIGHT-OF-WAY DRIVE (E) PROPERTY LINE (138.063 .TO " �� .,•: ° .: ' " :.°?: DOCUMENT'' g�{;�qj °'q^•. _ `• PER REiYi < • �. -� ... _ a•.`r`.•a� .. • � •-- .,�.. J:{') AIN r •"' , j ' _ gs •r _ � 20001 073983 TAX LOT ���°� : . o ex's t U3 �.;•r � . w 18020524 100 �1. _ Y„ may+ { e'�Ac.°A oa � I r .�,, iP�.'�\f•'ca °fi(�f��t •�� �' �r S tN 1,. \� � _ _ _ _ — _ _ _ _. _ '` �Op-R� ` o ZONING: _ _._ __ _._ __ LOW DENSITY LO RESIDENTIAL (E) PROPERTY LINE (148.90') � - "� V s --PUBLIC UTILITY AND f SIDEWALK EASEMENT = PER DOCUMENT � -- e 2006-073983 , 1 I 22"04" SCALE: 1" = 30'-0" 11°x17" SCALE: 1" = 60'-0" t -- 30' 15' 0" 30' PUBLIC UTILITY - EASEMENT PER. DOCUMENT 99020274 TAX LOT 18020523100 ZONING: COMMUNITY COMMERCIAL Is RUT rAT EXISTING PROPERTY SF: PROPOSED SHELTER SF: PROPOSED TOWER FOUNDATION SF PERCENTAGE OF NEW IMPERVIOUS SURFACE TO PROPERTY SF: Fi Lt", copq -NPZ-1S- MO 5L� ok�w q tr am V,)\MV;,> SITE PLAN NOTES: • THE CUT/FILL OF THE PROPOSED WIRELESS INSTALLATION IS NEGLIGIBLE • THERE IS NO PROPOSED GRADING • FIRE ACCESS AND WATER SUPPLY REQUIREMENTS WILL NOT APPLY AS LONG AS THERE ARE NOT MORE THAN 2 "U" OCCUPANCIES ON THIS TAX LOT PER 2014 SPRINGFIELD FIRE CODE 503.1.1 EXCEPTION 3 • FIRE HYDRANT LOCATIONS: a 140' NORTH OF PROPOSED SITE ON S. 42ND STREET 470' SOUTH OF PROPOSED SITE ON JASPER ROAD DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF ACOM CORPORATION. EXPIRATION DATE: 06/30/15 SIGNED: 04/27/15 No. Date Revision A 10/20/14 90% PZD REVISION B 12111/14 100% FZD FINAL SET 0 04/27/15 ZONING SUBMITTAL 1 Sheet No: U 2 1 1 11 ill Client: Implementation Team: A&E Team: Project Info: I Drawing Title: EUG CLEARWATER 4164 JASPER RD SPRINGFIELD, OR 97478 SITE PLAN Project Number: Date: 04/27/15 Drafter: Designer: RM RM Project Manager: Professional of Record: AM RJ Revision No: Sheet No: U -A A, C %) f, -,a S? 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([I �:' ' , r3 .,., PROPOSED VZW 85'-0" .. ...... .............. . r v v v V / v v v v V v / / .,, • zt "`� ..-..... \ .,........ ........................ . %�"° x '* ,.. MONOPINE STEALTH �.. 1111...... ..... .....1111..... .1.1.1.1. V ,"v / w `:, w / v / / V / •/ ./ / .z., \ :`v.1:. :':.x: . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1. . . . . :, / / / V / / / / / / / V / :. I" . ` . '* POLE J. �. `'Y W w V k/ / V/ / / / v V' `/ / / \i it f ' .. - ".A '.f .. . . i . . . . . . . ,.------ . . . . . . . . . . . . . . . . . . . . . . . . . { �, V f%t, �', . . . . . . . , \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . v V Fv / / `:/ / v / / / v v '\\ y f= ; �;_:i=: x.;�' .. .PROPOSED . 1 , . 1, 1....... . f_, VZW `s, .;, `{, `:' / V V �/ / V v / V `$'€ € ! ° 1 : / j ,�`f W. s:`'., . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . J .,... �. GRAVEL 1111... . w / w / v V, v / `f, / / - / / ;, \_ • . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . m�. /.:. 1.COMPOND x — I 1. I . - I - -- . . . � . . : A - / W / / V W '1, / V / /. I 1 1 -I. - .. .. . . . . . . . . . . . . . . . . . . . . 7 .4� F i . . • /r3 { \ t J f / / } i '. /. ". ", I/ .J, /. • i Nir V ~-...,:�_. `'"' . . . . . . . . . . . . . . . . . . . . . . . . / v w v W / / v / i F A .. .� moi/ , �✓ .. . . . . . . . . . . . it ;\ "}..� •'.'�./ / S �\\� t 1�:s!' \r\i �� — -.-.-- , . , . . . . . . . . ;)'r ` x x x;' x' x�. x� x x k z x x x x x x x ') x x I!, / V V v / 1 i ! / �J/' i ^^---- E /11 J "i \ i t �"'^'l `\\i \.; `:. r f .•`.^^\\'�-.- J. I ' i �y 'i/'moi { if , ri; ' �„ i \ y,/ ��f'a:::.:=11- .,..� 11.-I -11 • F 3 ' 1% \\ / /` t J, i, ,, iJ / t f \ ____ _. ___ _-"_ a _111___1. r,•.� i` t f : t t t _a• \\`` .._," �_ . ........... ��.... Pv'" ."=1111_ .,'.-r' , "''" ., y % �; ��-��" „<::>::a __ _' '__ ` "_ -.. -_ _._. .>. -k �:!-.rt , , / / -• 1111_.--':t " -- \ - v '✓ V Y F S � / � ��•,. ,/ / : ,,.. .__ —...-I'll _��, -"�.\ f„ _ li f3 �Jf�/ �.�%-�-«tl r._y � �'"`.-,.>� �: `"\ ��, f, v / �✓ `r v v ....� -.-- . / �;'s : .✓ e ----- 1111 _.`.", J , _1111. �,..s- . 1. / e l'^;=� _ / '/i� ~ f -'.-� i ?' f\\ ^.[/��cJ-wl Fs S \\ '' :� t \\ '~-�.' `_'�,f-:..?..:r� /,'; f'€,1 r: a I f /f I ft ! J �` r' � i`--...._.�� ' ,'i' -1 \a ti/ .. ,;, '- w "✓ v yr v v ti, 1z' W V / V `i. V "'�:!.. f , i i f '6 t \ ' p \ ^;Yi / a S,i� ! / , ;. l , 11 - j' '` f \ 3 -i \ } \ °9/r ,l��zl � : t \ : 'JF jr. i \\ \' �. - v / �✓ / v ' z} �, ii ,'• F: '\. <•"?•.<-.:..�•' nF r�...., zl {\\ s 1\1 �' b :,—� / v, v v \/ v/ / ; \'4 V / / / v / `/ / / `L `/ `d/ / v v - 7 v\ / / / ti' v/ v, / \/ / v / v / v 1' e � ' :. `✓ w / v `% V 4, `/ v V �' V \' v v V V;' ` 1 .: \ i ` / ' / v / / `wv / v 'i' V w ti• `/ v _ / / �/ '�' V v I;, `✓ `✓ v `✓ v � / / / / `i, v' v /'v .t/ V .i/ V/ u✓ / q, v It, v v V v / It, / ``' '`' V `e, 'J, \iV `i- `!' ti/ / f , v/ 1: It, ti <, y / / v / / V v / ,a, / V V V V V / V / V / / / V / V / V / � PROPOSED VERIZON / / w V .y / .;,5 -0p '�' / ✓ / / / / V / V / / V V ,/ 111, / / V / 14, / V / / / / / / V V / / / / / V WIRELESS 6'-0" HIGH / V -, / - / / V / / / / / li, / v PROPOSED VERIZON / v / V / / / / V / V 14, V V V / V / / / V / V C.L. FENCE WITH 14, / li, / u / 1� / v / V 'v \i, / 11V / V / V / WIRELESS 5'-0" WIDE W 14, / V V ./ V V / V / li, / / / V / V / / V / / BARBED WIRE V V / / / .�' `/ / w V / V / / V LANDSCAPE BUFFER /IV � / ., / w / V / / / V / / / V / V / V / V / / W / / V v / V / v / � w V / V / V / V (REFER TO SHEET V / `/ '�° �, ./ V / ./ / V / / / V / V / ./ / ;, / � ., / / / � / �' / .a / � '•, / / V b' / ./ V / / / / v, / v V W v 1i/ / `i/ / v / v v' 11, V v / V / / / / v / / v / / `1' v v w v `/ v- `l `L `Y V v v v v / / v / A-4.1 FOR DETAILS) / y v / li, 14, ./ / 4, / V / / / V / V V V / V / / / / / V / / / V / V It' / / / V / V V / V / / / I!, v V w / `i V v V v v/ / V v v "v V '�/ / V / `!/ / v / / It, /'v v `P v `v V qr / `i.' v ./ % "., V ti / It, w V 3' / v / V V / / / V "/ 'v v/ / V V v / / / v v V / / / w +/ v / V v- V \ •- / / v v / / / ' `l / V., / +i/ V \!/ / V / V V V V' V ti' / ti' V / v / V \f' / `/ / / / 1c1 / ' .. . `/ .i/ v V V / / `i, V `!/ / v / v / V / / `i V / v / / / v, / / w- '�' / v `/ v / / / v / `" d/ / "a+ / ti, w Lo�% � P O" POSED COMPOUND PLA 1 D 0 22"x34" SCALE:: 3/8" = 1'-0" 11"x17" SCALE: 3/16" = 1'-0" 2' 1' 0" 2' 5 It CO -9 Y� - wpo- 6h N 4xri �n �0� �� �, \)QX�1j��&% � � � �"'' " �� 1 I —1 MAY 0 12015 Originaiubr,n1 &,'---. . ,__ ,,"--"_ DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF ACOM CORPORATION. EXPIRATION DATE: 06/30/15 SIGNED: 04/27/15 No. Date Revision 1 A 10/20/14 90% PZD REVISION B 12/11/14 100% FZD FINAL SET 0 04/27/15 ZONING SUBMITTAL 1 I CIS Bent: Implementation Team: Project Info: EUG CLEA�WATEF� 4164 JASPER RD SPRINGFIELD, OR 97478 Drawing Title: I . � �; 11 1 � j Project Number: Date: 04/27/15 Drafter: Designer: RM RM Project Manager: Professional of Record: AM RJ Revision No: Sheet No: 0 A— 1 DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIJ DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO W SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WR APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING SUPERSEDED BY THE LATEST REVISION. ALL DRAWIN SPECIFICATIONS REMAIN THE PROPERTY OF ACOM 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 +� ALL PLASTIC WRAP, FABRIC, SUPERPHOSPHATE TO EACH CUBIC YARD OF GIs AND ROT PROOF WRAP TOPSOIL, TOPSOIL SHALL BE FERTILE, FRIABLE, 252, LOAMY SAND, SILT LOAM, SANDY CLAY LOAM, WITHOUT ADMIXTURE OF SUBSOIL w w w 4. ALL LANDSCAPE MATERIAL SHALL BE R CER I E R I MAINTAINED IN A GROWING AND HEALTHY PLANTING BED TREATMENT CONDITION WITH A REGULAR SCHEDULE OF a��7®N w w w b .- w w a w w a ., ., a .. w a w w w .r a w w a a w w w ., .• w w a ../V�� MOWING, FEEDING, WATERING, AND PRUNING, a w w Y w w w w a w w w w w w w w w a a w w w w w v w w w w w a a 3" SAUCER AND REPLACEMENT OF ANY DEAD OR w w w w w a a a w a w w w w w w w a w w w w w w a w w w DISEASED MATERIAL AT LEAST EVERY SIX ��E w :.' a b w w w w w a w w w w a w w a a w w w w w a v b w a w w w a ,v MONTHS. a w w w w w a w w w w w w a a v w w 50'-,0" a a a a w w w w w a w w a w w a a w 5. PLANTING PIT WIDTH TO BE TOTAL MINIMUM OF 24" WIDER THAN THE EARTH BALL. w w s w w w •✓ v s .- s w v w ,.' v v .- ..- s w •.' w v v Y .b w s w w a a ,Y v •� •, w w w w a a v .' {� { I{ i w w a a w w w w wa w wv a v w v a w w w a Y a v a ,v v v b w .w. w ww w ww a a a aaj apt.a �ti r tjww, v a v' ww w w w ww w ww a wa w ww a ww w vw v w v w v r w w w a w w wa v v v ab v ww v w w .w, E�=_{_j{ Tjl {i• -==I {{ {1 {I {' ; - - -!�sv{{ =I�;''=—=-{I II I!-- i ! 6. ALL NYLON AND ROT -PROOF .ROPE AND w ;2, '5-0" 5,_0„ SCAROT-PROOF BURLAP MUST BE REMOVED RIFY SIDES AND BOTTOM { . I BEFORE PLANTING. ALL WIRE BASKETS M UST w a a w vv, f' ;r w w w w w w w w "f a w w w w " ',--!_i TO ELIMINATE IMPERVIOUS BE CUT (NOT LOOSENED OR REMOVED IN AT w w j, : a w w w -' 1 i= SURFACES. BACKFILL WITH LEAST 10 PLACES BEFORE BACKFILLING. FOLD a'.� i r r i ` I ate/( w w w w w r DOWN THE TOP 1/3 OF ALL NON -ROT -PROOF PLANTING MIXTURE. BURLAP. s— a 7, MOVE AND HANDLE TREE AND TREE BALL WITH L./ v w�w• rsjr� �.(�sI ' iil.r '=:. '`.: —•-x: ? •!��� x �Tt "... ;/- �7�l�t�;€r�.. (\,. "•3 X•~ !'�' X- i ry X ' "�iI1 sf�r-.%fJt:���AI` ' '' I w ww ww ab a aw 1' wb ww CARE. DO N OT MOVE OR LIFT THE TREE BY THE TRUNK.x x?'xX xkF 8- TREES MUST BE PLANTED PLUMBQ SET BALL ON 4" COMPACTED SOIL OR 4" MOUND OF 9. WATER THOROUGHLY DURING BACKFILLING, ------------------------------ ------ -- ww ww w waa =�,..-. ;I'' .. '-• -----------1II - 1{I- -_-__IIIba w w w REMOVING AIR POCKETS THEN WATER AGAIN --------------- UNDISTURBED SUBGRADE IMMEDIATELY AFTER PLANTING. o 10. TREE SAUCER MUST BE LEVEL AND HOLD No. Date Revision A 10/20/14 90% PZD REVISION B 12/11/14 100% FZD FINAL SET 0 03/25/15 ZONING SUBMITTAL 1 04/07/15 90% PCD REVIEW SET 2 04/27/15 100% (BY MCKAY CONSULTING) o w w ;rr I I ' ' b a a �, w WATER. SAUCER RIM MUST BE 3" HIGH FROM • ;, w w THE CENTER AT A MINIMUM. ' �J/ Client: w —UGT— w Ow w a �- r � __`�,. .: '� 1 1 I I •. •• ;' �� .. v w w w w a `r it w _�' a a 22"X34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE LANDSCAPE PLANTING DETAILS 2 • w ., b w !i i '� '• - a I i i � M1.� -�J/ �� -- v w w w v v ----- ''----- --- I .. _ l /�A w j I— ----Z- --- ------ --- -- -----i [F(F { s ww sww t 1'� .. r l! y /7l'lff;�`- M�//fy� f/,f:; �.. :.':::..` - ,-!i. . •;• ', ttt_ -.' tX, �Vitr�,;`it:•.�`:�• "{: ;c7�r' ^:. 'Y:-�...`;•::,"t •y'. * .�;,1';.,}.�i,,.',,s1,rx<•tr'.:: .•i:.§.��'t�;�c:': ' .. �I .�. _ ~; �,.t'L:.i,:....•t,..Py;..-'�-.a.t..ya:i;-.�'s.',`i.'�n�.'tawi;�:.i:�.M.F.;;.'., aA,;`r�i:..�f:;+,i'�;.",�:i, r'-r � ` ,.- .. .. ', ., -%x�.�\ ',/-'`-"^^�.=M-t. i .�ri��''"_�� w.i ww wW w,w,, va v•t, vv vw.Y vv vwv .v.' uV, ww PER CITY OF SPRINGFIELD LANDSCAPE CODE ( SECT I ON 4.4-1001Z,: :f" PLANT LISTLANDSCAPING,SCREENING AND FENCE STANDARDS)i =t VerlVnwlel y vless :Y S W w w �._. f f .. . •;t!' f. �f't^i�'"': ..• � ..: .'. ,:t. �f �'i�t _ s _ w �-•..- .,.�� i .�,• '�:': � "e`:, r•'t .. �f:,re :i�fi : ' �:.'/' � „3/ r w v " .. w w , r /~ r UGP—'— . UC3P.�.�••UGF w ,. w w v % /� 1 "~ ~ — "LIGE— U67 - UQT.—'— UGT — —.UGT — —'UGT' UGT — UGT.' X IIP1, w w s w w t{) w w 1'j a a a w fyi r aa .... fp ............ .... Implementation Team ...... ............. .. NAME SIZE QUANTITY REMARKS ..... .. .. ........ ... . . . .-... . . . . : o­%m&"%rtfink .lc. .. �.... ....-.. . ... ..... ....'.'...'.'. CUPRESSOCYPARIS leylandii 2" CALIPER 7 (10' O.C.) MUST BE FULLY BRANCHED & MATCHING .......... TREES GOLCONDA' (6-8' HT) (SEE NOTE BELOW) : P .S_EDE. \: GOLD LEYLAND CYPRESS _IREL ''S ,' ••:. 'I. ..........\ ......... .. .. ...... w w a b CO.M P:` 0U ND .'.. ' ; .... ,- ft A&E Team: .................. Y SHRUBS CEANOTHUS fhyrsiflorus 5 GAL 13 (5 O.C.) FULL AND MATCHING .'...... ' ' ' ' (BLUE BOSSOM) (SEE NOTE BELOW) : av ..,. w .v. ... ws w w w, .,. i ��, %'!i�I / i/' , r'y` /, /,f, ./' I ,i! `1•_._.- II�f G _ :� 1E j,r''2' / - `1����i "1�%f1='�=' 1 1I :_��f .Y�1•f ; 'f, t/ '!/ ��t��tl� ;: V�l'i fi ,�:• ; - �.�3 %-rI��y; /,fi '• :I •,• /:f . ,a. .-. . .. -.c.. . w. X '� , .`...v.. v 11 CONSULTING IVC. "._..._e :--•.. I Y �' , w a ... .,, ., b �, � w w w Q �� Y��_-� ,�j ;� - � � �;����I{'//%v'yrh - _-'�",,,,. i I %'n.�.,. i � r �;� i �_'�./. ,r /i - \ �t if _ !s�1 r-,.,_._...... Ir ,/,,..'. %;", w w a w a b ., b ., w w •. MAHONIA aquifolium 5 GAL 26 (5' O.C.) FULL AND MATCHING Project Info: (OREGON GRAPE) (SEE NOTE BELOW) JN v w w a w •Y .. ` w a w ;i f f t, '`{ w .. w w w w w E U w w a a v v v w a w w w a a v w w w w W w v v v v w w w vb v �, v a w w V' "✓ 'V v v w w w v �'1 (rte //�� jf''''�� �(j��(j ��'4`�� C L `r< ••` 9 a AT E• � w W v w W v w w w a •Y W v w v w w a w v a :1' v v w w w w w a w a w w •c, w w w w w w w w w w •,' w w w a a ., •a. .v �- w w s s w s w w W �Y .• „ �. ,. ,- s w w w v w v •. w. YOED4a PwWv 4164 JASPER RD a a PROPOSED T DV LAN©SCAP�E I�RE�1-`�TYP `" " w w w a w w SPRINGFIELD, OR 9747$ v v v •L w v w a V v v v v w w w w w a v' w w w w w w V v v w w w w w w 1!, v b v w w S w a a v v W v v w w a w v v .Y w w a W a ., w s s w w a a v .• s� w s a w w a .' w w w s w w a .r b w w w w „' w b •w .: w s s w w ..' w .r v w w w w w w a w w w a Y w w w w a w v v w w w a a w w w b w w w w w w w w Drawing Title: w w .' •t' w w w a v w w v w w w s s w w a a a w w w s w w w w v v v w S a a w w .t' v w w w w v a v v v w w a .,, w a COMPOUND w w a v v v w w s a a v �' .: •� w s w a s a a •Y v. s w w a v a .,• w :.' �Y a w w w a w w �.' •.� �' w w w w w w a .' w w a a w w w a w b a a b w w a w a a LANDSCAPE L TOTAL LANDSCAPE AREA: PLANT MATERIAL NOTE: 864 SQ. FT. ALL PROPOSED PLANT MATERIAL ARE Project Number: Date: DROUGHT TOLERANT AND WILL NOT NEED 04/07/15 IRRIGATION AFTER ESTABLISHMENT. Drafter: Designer: NOTE: RM RM CKaJ b' ALL LANDSCAPE MUST BE INSTALLED AND Consulting, LLC Project Manager: Professional of Record: COMPLY WITH THE CITY OF SPRINGFIELD AM RJ Planning - Engineering - Surveying DEVELOPMENT STANDARDS SECTION 4.4-100, Revision No: Sheet No: 17836 NW Deerfield Drive (971) 533-4359 LANDSCAPING, SCREENING AND FENCE 1QN Portland Oregon 97229 kaid0l.km@gmaii.eom STANDARDS 22"x34" SCALE: 3/16" = 11.01{ , PROPOSED COMPOUND LANDSCAPE PLA 1 11"x17" SCALE: 3/32" = 1'-0"4' 2' 0" 4` r;m 5- uboly tit No y U -am MAY 0 a nginai Ub"'li'ttal.-.,_ . PROPOSED VERIZON WIRELESS — ANTENNA MOUNT (BEHIND I� — STEALTH BRANCHES) \I \ I Nz V I- \ILII j \ i I �o \ I / PROPOSED VZW 85'-0" MONOPINE STEALTH POLE (POLE "TRUNK" PAINTED TO I MATCHSURROUNDING TREES) , PROPOSED LANDSCAPING 'i i�' irk; 3_T PROPOSED 6'-0" HIGH CHAIN j LINK FENCE W/ BARBED WIRE < ¢'r" lH i� CK cy.iJ.� 4 ls• EXISTING GRADE 0'-0" AGL rt1� r PROPOSED VERIZON WIRELESS PANEL ANTENNA (TYP OF 12,4 PER SECTOR) TOP OF PROPOSED VERIZON WIRELESS PANEL ANTENNAS _ak_ 90-0" AGL FF TOP OF PROPOSED VERIZON WIRELESS MONOPINE 85-0" AGL TOP OF PROPOSED VERIZON — WIRELESS PANEL ANTENNAS m_ 80-0" AGL — 0 PROPOSED VERIZON WIRELESS RRU �- -- \ MOUNTED BEHIND PROPOSED j \ ANTENNA MOUNT (TYP OF 6) PROPOSED VERIZON WIRELESS RAYCAP SPLITTER/SURGE SUPPRESSOR MOUNTED BEHIND PROPOSED ANTENNA MOUNT (TYP OF 3) �I \VI JAI I I \/` EXISTING TREES BEHIND COMPOUND i IF - iIII\\Li ,I vt\/�3 ti 1 t \ter O\ r Y J \/�91// > f (� \1 1\\ �(�` �i\€�—JS�1 L? \ 6✓�' V\ �r� 'I \`\ it t�/ ��\I��� 't / ~ 1�< \ J `- Ci _ \ �i j /I--�7a\�\ t / `t% \iJ' U 1 l E # / �\ i I \r t�/f \� _ r \y / i r 0-j\ tf v_�/ Z ; J\ �!4� t j \/ �I \V 4 vvAl / v'> \ /` L. _ ��O� PROPOSED VERIZON WIRELESS ! `\ \ ` 1-'� ' \ t �` r \� ' �` GPS ANTENNA MOUNTED TO PROPOSED ICE -BRIDGE LEG /C� 11 k 1 .{�/ y, l 'y._, �/I ��_."/�✓-a /�V'1 'k 1 t� < \/ ,` •,: j\,._.�',�•..f \ / �..1 �. (''/``` \PROPOSED VERIZON } WIRELESS ICE -BRIDGE WITH (12) 1-5/8"0 COAX PROPOSED VERIZON WIRELESS Is CABLES AND (2) HYBRID %f -T 'EQUIPMENT SHELTER ON CABLE CONCRETE SLAB. EXTERIOR IS ' EXPOSED BROWN AGGREGATE \�<4�i'� it -���\ �\`\J' �`\ ,\ FINISH WITH TRIM PAINTED MESA TAN TO MATCH L ��1�+�,�' 3 V r \' € "' < I i V � / _ \ ` `t Y � t 4 n� '6"1! t "' � X�Z.�' `•./ J `-.� V✓�"�sW. t: + \ .. \ �` �� l ^�.T �. e!' �r � �i' "! C r� � •lri. /.rr L ^-t .�,� jj • � ! tp ; \% \ J••. ` ./p \, C`� �\?r r �\i3 �� � r r'> ,.„:. ,�"?' t �1 �7y�•i'\•P'Y� s �"';` : a . IN� -" � .� r.. �( y,1'�� ��N� tyN""_ �12�. /Ri3y4 \alt "�,�f%'fVl�`f`r }�+f lt3`Ftt<p.('/. 'Ur' �' � yy yy yy yy y ) •�s � �t�, a ��'�, �' t���•"r 'Yi�'u "� �.\,9\s. cp.\t@rh V�tt: \f�!.�'�'�''h0f:. it `�;'.v�'\L'����"-r��.tSA�`��}�, \ a./,.. _ =1 SL-V� Q.- Y--��Y' Y-a..�._•v_..�.ss•1�ite��,.�s�tTF'�sa�s. �r \._,`__v_'� __1ar °;� �`��i,..2 ..'��... .... _ .. �`t. ts,)� _�. _.. Y _�_� \\` it'd ,�0..?5 .,. .�, ��� 22"x34" SCALE: 3/16" = 1'-0" pmm 11"x17" SCALE: 3/32" = V-0" 4' 2' 0" 4' f� ®baf, ih v v it\ GAMMA' AZI 720 PROPOSED ANTENNA PLAN L�;% 1QN1 � & Plan -ymwty -NIP31q- xD003 VtjA2M �,5 �f ,POSED VERIZON WIRELESS 'ENNA ARRAY ,POSED FUTURE CARRIER ENNA ARRAY )POSED FUTURE CARRIER 'ENNA ARRAY DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF ACOM CORPORATION. EXPIRATION DATE: 06/30/15 SIGNED: 04/27/15 No. Date Revision A 10/20/14 90% PZD REVISION B 12/11/14 100% FZD FINAL SET 0 04/27/15 ZONING SUBMITTAL 1 2 Client: Project Info: Drawing Title: EUG CLEARWATER 4164 JASPER RD SPRINGFIELD, OR 97478 a �► MAY 0 1i 2015 Origina, SubmKtai;__W_,__ Project Number: Date: 04/27/15 Drafter: RM Designer: RM Project Manager: AM Professional of Record: RJ Revision No: 0 Sheet No: A-2 MAY 0 1i 2015 Origina, SubmKtai;__W_,__ ITEM DESCRIPTION DIM I LINKAGE ARM, INNER DIM 3 BRACKET, ANTI -ROT, TOP STRAP, POLE MOUNT q. LINKAGE, 6 MECH DEG, OUTER rJ BRACKET TOP MOUNT, CELLULAR PANEL 4 6 4. BRACKET BOTTOM MOUNT, CELLULAR PANEL "7 7 BRACKET, SLIDER, 6 DEG TILT "8 8 BOLT HEX, HD A ---- J9 4 NUT, PLAIN HEX ANTENNA 3 BOLT, HEX HD 72.0" FLAT WASHER 2 SPLIT WASHER 1 PIPE FRONT BACK SIDE leDIM 2 1/ co QTY DIM I 2 Nk DIM 3 2 L_W� ww 1 94.9" FRONT BACK SIDE leDIM 2 1/ co CLEARWATER 4164 JASPER RD SPRINGFIELD, OR 97478 Drawing Title: C 0 ONS TR"' U C " TI DETAILS Project Number: Date: 04/27/15 Drafter: Designer: RM RM Project Manager: Professional of Record: AM RJ Revision No: Sheet No: QTY DIM I DIM 2 DIM 3 SECTOR ALPHA ANTENNA 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 96.0" 14.6" 8.2" ANTENNA 2 1 72.0" 12.5" 7.1" ANTENNA 1 72.0" 12.5" 7.1" 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 1 94.9" 120.7-7 7.4" CLEARWATER 4164 JASPER RD SPRINGFIELD, OR 97478 Drawing Title: C 0 ONS TR"' U C " TI DETAILS Project Number: Date: 04/27/15 Drafter: Designer: RM RM Project Manager: Professional of Record: AM RJ Revision No: Sheet No: MAY ti 1 2015 ?I � 6� �5 onglnai Submittal --w— DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR NOTE: OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK REINFORCING STEEL: SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN CONCRETE; ALL ANTENNA AND COAX ANTENNA APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE 1. ALL CONCRETE WORK SHALL CONFORM TO ACI 318, " BUILDING CODE 1. REINFORCING BARS: ASTM A625, GRADE 60, DEFORMED BARS. GPS ANTENNA ----_________,.,CABLE TO BE FURNISHED BY 3-1/2" 0 SCH 40 HOT DIPPED SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND VERZION WIRELESS AND SPECIFICATIONS REMAIN THE PROPERTY OF ACOM REQUIREMENTS FOR REINFORCED CONCRETE " AND TO THE PROJECT SUPPLIED BYGALVANIZED PIPE CORPORATION. SPECIFICATIONS. 2. WELDED WIRE MESH: TO ASTM A185. PROVIDE IN FLAT SHEETS ONLY. VERIZON WIRELESS INSTALLED BY CONTRACTOR VERTICAL PLACEMENT TOLERANCE TO BE 3/8 INCH. 2. UNLESS OTHERWISE NOTED. ALL CONCRETE SHALL DEVELOP A MINIMUM VERIFY MOUNTING HEIGHT WI 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 ACI 315. GPS ANTENNA SUPPLIED BY = ° GRADE „ VERIZON WIRELESS (ATTACH_" CONCRETE IN ACCORDANCE WITH ACI 211, PROPORTIONING CONCRETE PER MANUFACTURERS J °I j °--' MIXTURES ", AND ACI 301, SPECIFICATIONS FOR STRUCTURAL CONCRETE. 4. SUBMIT SHOP DRAWINGS FOR FABRICATION, BENDING AND PLACEMENT OF ALL CONCRETE AND MASONRY REINFORCING STEEL. SHOW ALL RECOMMENDATIONS ICE BRIDGE PIPE LEG /, \ 1 I OFFS 4. READY -MIX CONCRETE SUPPLIERS TO BE NRMCA-CERTIFIED. WALLS AND BEAMS IN FULL ELEVATION. \�\ :° ��\ \� ��FR s, 1-1/4" STD PIPE - �\ f \ O 5. THE CONTRACTOR SHALL FABRICATE ALL REINFORCEMENT AND FURNISH HEIGHT AS REQUIRED 4b ( I Lr� 18355P 5. ALL CONCRETE IS TO BE NORMAL DENSITY CONCRETE WITH A MAXIMUM SLUMP ALL ACCESSORIES, BOLSTERS, CHAIRS, SPACER BARS AND SUPPORTS OF 4 INCHES. MAXIMUM AGGREGATE SIZE 3/4 INCH. NECESSARY TO SECURE THE REINFORCEMENT UNLESS INDICATED ANTENNA MOUNT MULTIPORPOSE 1 f 4. 18" O CONCRETE BASE 6. NO ADDITIONAL WATER SHALL BE ADDED TO THE CONCRETE AT THE JOB SITE. OTHERWISE. ADJUSTABLE CLAMP o a..'� I'.O 1996 ?. DO NOT USE CHLORIDE -CONTAINING ADMIXTURES. 6. WHERE INDICATED, REINFORCING BARS SHALL BE WELDED IN - d a I (. 19 ACCORDANCE WITH AWS D1.4 "STRUCTURAL WELDING CODE - 4 I 14a NC? H SP 8. HOT WEATHER CONCRETE: COMPLY WITH ACI 305R. REINFORCING STEEL". COAX CABLE i a , .I I� EXPIRATION DATE: 06/30/15 9. REINFORCING OF ALL CONCRETE MEMBERS SHALL HAVE THE FOLLOWING CLEAR 7. IN REINFORCED MASONRY WALLS, COLUMNS AND BEAMS, REINFORCING CONCRETE COVER: SHALL BE HELD IN PLACE WITH "DUR-O-WALL" REBAR POSITIONERS, a "�a !. 4 SIGNED: 04/27115 COVER, OR APPROVED EQUAL, PRIOR TO GROUTING. _ 4, CONCRETE CAST AGAINST AND INCHES 8. IN SLABS WHERE REINFORCING IS SHOWN IN ONE DIRECTION ONLY, ELEVATION PERMANENTLY EXPOSED TO EARTH 3 PROVIDE INDICATED TEMPERATURE REINFORCEMENT AT 90 DEGREES TO 18,E PRINCIPAL REINFORCEMENT. No. Date Revision CONCRETE EXPOSED TO EARTH OR WEATHER: LAP SPLICES: A 10/20/14 90% PZD REVISION #6 THROUGH #18 BARS 2 a .SUBMIT PROPOSED LOCATIONS OF LAP SPLICES FOR APPROVAL. #5 BAR OR SMALLER 1 1 /2 � 22"x34" SCALE: NOT TO SCALE22"x34" SCALE: NOT TO SCALE ('� � C � �� � �� n AIL � � g 12/11!14 100% FZD FINAL SET CONCRETE NOT EXPOSED TO WEATHER b) CONCRETE: PROVIDE CLASS B TENSION LAP SPICES U.N.O. 11"x17" SCALE: NOT TO SCALEIr. 11"x17" SCALE: NOT TO SCALE 0.y 0 04/27/15 ZONING SUBMITTAL OR IN CONTACT WITH GROUND: 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 #11 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, TIES, STIRRUPS, SPIRALS 1 1/2 10. ENSURE THAT A MINIMUM OF 2 - #5 BARS ARE PROVIDED 1. ALL CORNER POSTS SHALL HAVE BARB WIRE/ARMS LEANING OUT Client: CONTINUOUSLY AT ALL SLAB EDGES BY ADJUSTING BAR LENGTHS OR PROVIDING ADDITIONAL TOP/BOTTOM EDGE BARS AS REQUIRED. 2. ALL CENTRAL DROP BAR ASSEMBLIES 10. UNLESS OTHERWISE NOTED, PROVIDE A MINIMUM BEARING LENGTH OF 4 INCHES 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 NALCO, 11. PROVIDE CHAMFERS, REVEALS, REGLETS, RECESSES AND THE LIKE AS SHOWN NINC OR APPROVED EQUAL. THE ON THE ARCHITECTURAL OR STRUCTURAL DRAWINGS. FOUNDATIONS: T- MUSHROOM SHALL BE EMBEDDED 1. SHELTER: ALLOWABLE BEARING PRESSURE USED IN DESIGN 2000 PSF. TOP RAIL INTO FOUNDATION CONCRETE AS 12. NO HOLES OR SLEEVES SHALL BE MADE THROUGH CONCRETE WORK OTHER SHOWN THAN THOSE INDICATED ON THE STRUCTURAL DRAWINGS WITHOUT THE APPROVAL 2. ABOVE PARAMETERS ARE ASSUMED. ALL FOUNDATION CRITERIA SHALL BE VERIFIED 12' OF THE STRUCTURAL ENGINEER. BY SOIL ENGINEER 1N WRITING TO ACOM CONSULTING PRIOR TO FABRICATION - 3. ALL STEEL MATERIAL SHALL BE VOrIjMnwire) ess AND CONSTRUCTION. HOT -DIPPED GALVANIZED AND 13. PROVIDE CAST -IN-PLACE CONCRETE FOR MECHANICAL AND ELECTRICAL DIVISIONS CONFORM TO FEDERAL INCLUDING BUT NOT LIMITED TO: EQUIPMENT BASES, HOUSEKEEPING PADS, 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 (3 SEC. GUST) LINK FENCE FABRIC ANDA Implementation Team: 14. ALL FORMWORK OFFSET TOLERANCES (PER ACI 117) TO BE CLASS A. EXPOSURE: B (EQUIPMENT SIDE) ACCESSORIES) 15. FLOOR SLAB TOLERANCE TO ASTM E1155: SPECIFIED OVERALL MINIMUM VALUE IMPORTANCE FACTOR= 1.00 4. GATE HINGE BOLTS SHALL HAVE THEIR OF FLATNESS FF=25 WITH LOCAL MINIMUM 190=17, AND MINIMUM VALUE OF THREADS PEENED OR WELDED TO LEVELNESS FI_=20 WITH LOCAL MINIMUM FL=15. MEASURE FL AND FF WITHIN 72 PREVENT UNAUTHORIZED REMOVAL HOURS OF SLAB CONSTRUCTION. smartlink 16. ALL EXPOSED EXTERNAL CORNERS OF CONCRETE TO BE TOOLED EDGE, UNLESS OTHERWISE NOTED.A t�, E /i T 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 ((W) 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 (3-1/2" O.D.) WIRE WITH 14 GA 4 POINT BARBS @ OPENINGS AND SLEEVES FOR PROPER DISTRIBUTION FOR ALL UTILITIES. CORNER AND GATE POST,5" O.C. 10'-0" MAX O.C. 12'-0" GATE OPENING 5'-O" 2" SCH 40 PIPE (2-3/8" O.D.) CONSULTING INC. IMTERMEDIATE POST 1-1/4 BARCE SCH 40 PIPE (1-5/8" O.D.) 11"x17" SCALE: NOT TO SCALE 22"x34" SCALE: NOT TO SCALE CONCRETE A DREINFORCING NOTES 3 HINGES (TYP) Project Info: LED LIGHT EQUAL TO SPALDING -� EUG 2flflA METER BASE LED LIGHT EQUAL TO SPALDING � ~``� 1 V -_--��� �- #ARF2 LED FLOOD W/ ARM/POLE MOUNT #ARF2 LED FLOOD W/ ARM/POLE PER UTILITY CO MOUNT OPTION (MOUNTED TO CLEARV VATER OPTION (MOUNTED TO H -FRAME HORZ PIPE JOINED W/ LINE REQUIREMENTS H -FRAME LEG} i' STRETCHER BARS, FULL HEIGHT, NOT LEG} RAIL CLAMP I I 4164 JASPER RD a AS REQ'D j BAR ASSEMBLY LESS THAN 3/16"x3/4" MIN, CROSS SECTION ON ALL GATES AND CORNER SPRINGFIELD, OR 97478 4" !7S SCHED 40 GALV PIPE POSTS C) W/ CAP - Drawing Title: PROVIDE 36" LONG 3/8" DIA CHAIN LINK ' #9 GA TIE WIRE @ ALL WELDED TO THE LEADING GATE PIPE 0 6" PIPE STRAPS USED ON ALL POSTS, RAILS AND BRACES WITH PADLOCK (MASTER LOCK #175LH UNI -STRAP TO PIPE MOUNTINGS WI REMOVABLE CORE) (24" O.C. TYP) I CONSTRU UN 3/$DETAILS W/ (TURNBUCKLE AT ALLA SEL TRUSS GATE Q GATE CORNERS, GATE AND BACK TO BACK 2 END PANELS UNISTRUT W 1 CAPS - t " t GATE POST o°a. ' #7 GA GALV TENSION WIRE - Project Number: Date: GATE FRAME (TYP) I. " , PLUNGER CONTINUOUS 04/27/15 FINISHED GRADE CATCH SET . b� •, �.`< IN CONCRETE Drafter: Designer: BACK TO BACK 2" y UNISTRUT W/CAPS FIBER BOX RM RM 48" DEPTH x 18" DIA CONT AUGERS Project Manager: Professional of Record: 2500 PSI CONC. MIN (TYP) V_5„ 1'-6" 1'-6" AM RJ t Revision No: Sheet No: - 1, 'DIA FOR CORNER & GATE POSTS, V-0" DIA FOR LINE POSTS (TYP) 0 A 4 22"x34" SCALE: NOT TO SCALE H-FR22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE ' ` EDETAIL 11"x17" SCALE: NOT TO SCALE FENCE DETAILS 1 V' Ow MAY 0 1 2015 STEEL PIPE CAP - 1/2" THREADED ROD - SPLICE PLATE m 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) 2 x 2 x 3/16" STEEL ANGLE, 24" LONG I 24" McNICHOLS GRIP STRUT PLANK • , :IPJyfpJ,v ^' fflaffim —CHANNEL I I I/ --SHELTER MMI GROUND BUS BAR. r' I�KITS • ■ l 1 i TOWER PAD BASEPLATE (SEE NOTE 7) • JCC.IVIJ.� t, �?. .. .. TYP. 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 1. POSITION BRIDGE ASSEMBLY SO THAT WAVEGUIDE ENTER SHELTER AT WAVEGUIDE 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. --& ICE BRIDGE DETAIL 1 \Jt,v, uy � MAY 0 1 2015 DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF ACOM CORPORATION. EXPIRATION DATE: 06/30/15 SIGNED: 04/27/15 No. Date Revision A 10/20/14 90% PZD REVISION B 12/11/14 100% FZD FINAL SET 0 04/27/15 ZONING SUBMITTAL 1 2 Client: Implementation Team: I A&E Team: Project Info: I Drawing Title: ■ f f 111 • f • � • i Iriffia iii! URI Project Number: Date` 04/27/15 Drafter: RM Designer: RM Project Manager: AM Professional of Record: RJ Revision No: 0 Sheet No: A-5 DO NOT SCALE DRAWINGLNIV110ACTOR MUST VERIFY ALL DIMENSIONS AND ADVISENTS OF ANY ERRORS OR R 3/8" ANCHOR PLATE 3/4" 0 THR'D INSERT OMISSIONS. NO VARIATIOIFICATIONS TO WORK (BY OTHERS) (BY OTHERS) SHUVJN SHALL BE IMPLEMHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUF THIS DRAWING ARESUPERSEDED BY THE LATION. ALL DRAWINGS AND3/4" O EXP OR (2) #5 CONT. TOPSPECIFICATIONS REMAIN RTY OF ACOM CORPORATION. EPDXY ANCHOR U NJ (V CV CV - ch� � K, . I CO ��� PROFFS y 5 G Nt NSE Sip 1" R DEPTH TO MEET - x 18355P I —� it=�-��� � LOCAL FROST r # ; I 4 III�I'i (REQ'D 12" MiN)�'' �~ 6" CONC. SLAB W/#4 6x6 -10/10 W.W.M. @ 18" EW @ MID -DEPTH 4" GRAVEL OVER LANDSCAPE — ,—( 1/8 PER FOOT SLOPE O 1�—Illli„ III -Ili i --MEDIUM BROOM FINISH WEED BARRIER �'y �g9`O per' #3 STIRRUPS @ 18" O.C. W/ TOWELED EDGE 19' U 6" COMPACTED AGGREGATE Np ch �-��� 6« TO 95% MAX UNIT WT PER FINISHED FLOOR H JP ASTM D1557 OF SHELTER 3" MIN CONC COVER AT EXPIRATION DATE: 06/30/15 UNIFORM SURFACES & 2" FOUNDATION DETAIL AT FORMED SURFACES — PROPOSED EQUIPMENT SHELTER M. (3) #5 CONT. TYP 1" NOSING - TYPICAL � ��� ��/�� ��/�� NI.��/�� x SIGNED: 04127115 CV 51-011 n f • <�, . No. Date Revision LANDSCAPE WEED BARRIER `4f �` A 10/20/14 90% PZD REVISION SEALANT q:% _e.a ''�° ° 5 B 12/11/14 100% FZD FINAL SET 6" CONC SLAB ON GRADE s:. 4 �4 � ;�� AB _ �� UNDISTURBED NATIVE SOIL CONC. STOOP W/#4 @ 18" EW @ MID -DEPTH I 4 0 04/27/15 ZONING SUBMITTAL X _ 4" MIN. CLEAN SAND V4�tz (2) #4 REBAR CONTINUOUS _ NOTES: 2 b. 10 IL VAPOR BARRIER ABOVE 6" ti Z C~!3 112" EXP. JOINT (FABRIC) 1) GRAVEL AND LANDSCAPE WEED BARRIER TO COVER �— ENTIRE LEASE AREA. Client: #3 STIRRUPS @ 18" O.C. COMPACTED AGGRAGATE TO W UNDISTURBED 95% MAX WT PER ASTM D1557 LL 2)IF FENCED, GRAVEL AND LANDSCAPE WEED BARRIER TO 3- #5 CONT °_��� NATIVE SOIL 24'-0" ;'-0" EXTEND 12" BEYOND FENCE. (8 TYP) 3) WEED BARRIER SHALL BE MIRAFI 140NC OR APPROVED EQUAL. 26'-0" NOTE: FOOTING TO EXTEND MIN 12" ± INTO UNDISTURBED SOIL ME VERIFY SITE CONDITIONS VOrlZqnwireless 22"x34" SCALE: NOT TO SCALEFOUNDATION ) ! J� � � � 22"x34" SCALE: NOT TO SCALESTOOP DETAIL 41 22"x34" SCALE: NOT TO SCALE GRAVEL LEASE A EA 3 11"x17" SCALE: NOT TO SCALE � J (� SECTION 11"x17" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE Implementation Team: V-0" 12" HOLD DOWN PLATE - REFER TO SHELTER SHOP m I - t I'l n k DRAWINGS FOR NUMBER AND LOCATION 811 2,1 A&E Team: r--------------- --- --------i I ' M I ( — 12'-0"± (VERIFY IN FIELD) CD 0I EQ. EQ. �.r CONSULTING INC. P ,i 2% MAX SLOPE 2% MAX SLOPE T-011 ( „ v 4,, ��. �— MAX. ADJ. GRADE SLOPE Project Info _ I ANCHOR PLATE DETAIL 113/8 x 9 x 1-0 --; —s ��� > ., ;—_ W/ (4) 1 "0 HOLES �� , 3 ! --� I _ I , E I_ _ ; ; 3_ � i; ��%_,�= E U i I --II i�1�— l l ![ =l;i I --1�► lei ij'.=` II _i , , _Ili=ii-1�1-111 ' �\ FOR 3/4" BOLTS --Iii= I I —1 I l— —I l 1-1 i_�- � i I --I 3 i=i €'�:! i 1=-~_! I,: i _E -El i i=ll I I— EI I M ''—1 I i- I I I =I I i—_Ili= L— --- -- --------------- 2'�i _I I t I' s I..-.;€l�_.,I(k__1IIz_-;�—=i �I3_; CLCAI�Yi/�"1TG1� T !, ,l I —I I ll f IE! I IE3 I ;�_ i 1=1,1=i 11= I l= _ '— l MIRAFI 500X OR EQUAL WOVEN GEOTESTILE 4164 JASPER RD H III— i' I lit � - QI---i v I—i I �— i=lII�alI--,F�;_;,;I lI FABRIC OVER COMPACTED SUBGRADE AND SPRINGFIELD, OR 97478 LO STANDARD CONCRETE & REINFORCING BAR NOTES: -,;,I I -_ I i =i I I --111=__ I =_ . , I - UNDER ALL GRANULAR SURFACES 3" MIN. DEPTH OF 3/4" MINUS -;I l l i 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301, CRUSHED ROCK COMPACTED 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: le WITH ASTM D698 ACCORDANCE WITH ASTM D1557 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS UNLESS NOTED OTHERWISE. CONC PAD STEP - VERIFY LOCATIONS FOUNDATION DESIGN LOADS: FOUNDATION WITH SHELTER SHOP DRAWINGSNOTE: CONTRACTOR SHALL STRIP SUPERFICIAL, DETAILS PRIOR TO CONSTRUCTION. 1. FOUNDATION HAS BEEN DESIGNED PER 2003 IBC FOR THE 6" MIN. DEPTH OF 1-112" MINUS CRUSHED ROCK COMPACTED TO 90% IN SOFT, WET, ORGANIC OR DELETERIOUS SOILS FOLLOWING DESIGN LOADS: ACCORDANCE WITH ASTM D698 TO EXPOSE FIRM AND UNYIELDING SOIL (MIN. 6"). SEISMIC ZONE 4, SOIL TYPE "D" EARTHQUAKE, IF STRIPPING IS REQUIRED DEEPER THAN 6", CONTRACTOR SHALL CONTACT VZW 80 MPH, EXPOSURE "B" WIND CONSTRUCTION MANAGER TO DETERMINE THE Project Number: Date: 2. ROOF LL = 25PSF (SNOW) APPROPRIATE STRIPPING DEPTH AT THE TIME 04/27/15 FLOOR LL = 250PSF OF CONSTRUCTION Drafter: Designer: SHELTER DL = 50,OOOLB RM RM 3. ASSUMED ALLOWABLE BEARING PRESSURE = 200OPSF Project Manager: Professional of Record: NOTE: FOUNDATION SHALL BEAR ON FIRM UNDISTURBED AM RJ VERIFY FOUNDATION DIMENSIONS WITH SHELTER SHOP DRAWINGS PRIOR TO CONSTRUCTION NATIVE SOIL. Revision No: Sheet No: U A-7 22"x34" SCALE: NOT TO SCALE 22"x34" SCALE: NOT TO SCALE 11 "x17" SCALE: NOT TO SCALE CATIPLA�211x17 SCALE: NOT TO SCALE GRAVEL A/EL ACCESS D Ii 1 Ir J JP3 i6-MD03 o�t5cre,-hirn u C a \J QX~`1M-�`� MAY 0 'I1 PROJECT BATTERY SYSTEM DATA SPECIFICATIONS REMAIN THE PROPERTY OF ACOM CORPORATION. BATTERY TYPE VALVE REGULATED LEAD ACID (VRLA) NO. OF BATTERIES 54 BATTERY MANUFACTURER C & D TECHNOLOGIES, INC. MODEL NUMBER TEL12-180F DIMENSIONS 22.01"W x 12.60 " H x 4.95" DIP 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 CSA/UL, TYPE 311 RATED, SELF-CONTAINED ENCLOSURE CABINET WITH ENVIRONMENTAL CONTROLS PROJECT BATTERY SYSTEM DATA SPECIFICATIONS REMAIN THE PROPERTY OF ACOM CORPORATION. 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 x 4.9" DP WEIGHT 128.0 LBS PER BATTERY NO OF CELLS PER UNIT SPECIFIC 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 N/A0 9.7 22.9 0.9 COMBINATION FLAME ARRESTOR/VENT CAP. 2.08 BATTERY REPLACEMENT NOTE: SHELF MOUNTED WITHIN CSA/UL, TYPE 3R RATED, SELF-CONTAINED ENCLOSURE CABINET WITH ENVIRONMENTAL CONTROLS BATTERY REQUIREMENTS SPECIFICATIONS REMAIN THE PROPERTY OF ACOM CORPORATION. Revision NON-RECOMBANT BATTERIES RECOMBANT BATTERIES REQUIREMENTS FLOODED LEAD FLOODED NICK -CAD VALVE REGULAT�THIUM-ION If you encounter batteries too hot to touch but there Is no smoke and it Is safe to 04/27/15 ACID BATTERIES (NFCd) BATTERIES LEAD ACID (VRLA) BATTERIES • Increase ventilation in battery area `C� C7 NG 1 Nr~F s� R • Reduce charge current either by turning off enough rectifiers so that the load barely is covered or by lowering the float voltage BATTERIES • Increase cooling In the battery area if possible SAFETY CAPS N/A N/A0 2 2) N/A COMMENTS: PER MANUFACTURER, THE MISENDURE II PRODUCT ATL -35 UTILIZES A COMBINATION FLAME ARRESTOR/VENT CAP. THERMAL RUNAWAY N/A N/A YES I N/A MANAGEMENT 19, �5 (808.3) 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 N S 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 N/A (608 b 2) N/A 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 YS (608: to 08.82) N/A COMMENTS: CONTINUOUS VENTILATION SHALL BE PROVIDED AT A RATE OF NOT LESS THAN 1 CUBIC FOOT PER MINUTE PER SQUARE FOOT (IFT/MIN/FT2) SIGNAGE N/A N/A{ YES NIA COMMENTS: CODE SPECIFIED BATTERY ROOM SAFETY SIGNAGE, HAZARDOUS MATERIAL SIGNAGE (4 DIAMOND) AND THERMAL RUNAWAY PROCEDURE SIGNAGE SHALL ALL BE CLEARLY POSTED IN ALL BATTERY AREAS SEISMIC PROTECTION N/A N/AE g) 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 N/A08 9) N/A COMMENTS: NIA OUTDOOR APPLICATION NOTE: CODE REFERENCES ARE TO 2012 INTERNATIONAL FIRE CODE FOR STATIONARY STORAGE BATTERY SYSTEMS. DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK Thermal Runaway Procedure Posting SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN Attachment A to Thermal Runaway procedure APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE _ _ .. . — R! IPFRRFnFn RY THF i ATFAT RFVIRInN Al I nRAWINt?R ANn nanaimg trverrreanng oacreinaa ur lnnrmai nunaway ro valmuu rrueuvsa (A copy of this page shall be laminated or place in a plastic sheet protector and posted In all battery area. If you encounter batteries too hot to touch or that make hissing or whistling noises from their vents - There is Is a fire or smoke SPECIFICATIONS REMAIN THE PROPERTY OF ACOM CORPORATION. Revision • if the fire alrms are going 10/20/14 • if there Is a strong rotten egg a(Hydrogen sulfide) odor B Important, Take no action that could produce a spark and Ignite airborne hydrogen 100% FZD FINAL SET If you encounter batteries too hot to touch but there Is no smoke and it Is safe to 04/27/15 remain In facility, 1 • Call for help /R PROP�"s • Increase ventilation in battery area `C� C7 NG 1 Nr~F s� R • Reduce charge current either by turning off enough rectifiers so that the load barely is covered or by lowering the float voltage �� 0, �T► • Increase cooling In the battery area if possible 18355P • if there Is a spill or other hazardous situation call the Environmental Hotline at 1-800-488-7900 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 (SCBA) O g 19, �5 ? H. PIMTION DATE: 06/30/15 THERMAL RUNAWAY PROCEDURE L6 SIGNED: 04/27/15 IN CASE OF EMERGENCY CALL N.O.C.C. No. Date Revision A 10/20/14 90% PZD REVISION B 12/11/14 100% FZD FINAL SET 0 04/27/15 ZONING SUBMITTAL 1 2 1-800®264-6620 Client: NOTES: DIM 2 DIM 2 V1 v 1. INSTALL ANTENNAS PER MANUFACTURER SPECIFICATIONS 2. CONTRACTOR TO TORQUE ALL MOUNTING HARDWARE PER MANUFACTURER SPEFICATIONS 0 0 0 FRONT BACK SIDE DIM 2 PROPOSED ANTENNA AND COAX SCHEDULE QTY DIM 1 DIM 2 DIM 3 SECTOR ALPHA MODEL ELEC TILT MECH TILT NUMBER OF FEEDERS 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" 2071 7.4" QAP-660-V-3 0° 00 HYBRID FIBER SECTOR BETA RRU PCS 250 80'-0" X7CAP-FRO-860-VRO 1 96.0" 14.6" 8.2" QAP-660-V-2 1 1 72.0" 12.5" 7.1 " QAP-660-V-4 1 72.0" 12.5" 7.1" X7CAP-FRO-860-VRO 1 96.0" 14.6" 8.2" RRU SECTOR BETA AZIMUTH TIP HEIGHT NUMBER OF ANTENNAS SECTOR GAMMA MODEL ELEC TILT MECH TILT NUMBER OF FEEDERS 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" 7.11" HT4C6318G000R 1 94.9" 20.7" 7:4" QAP-660-V-2 00 0o "* HYBRID FIBER PROPOSED ANTENNA AND COAX SCHEDULE 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 HT4C6318GOOOR (RET=5) 00 0° HYBRID FIBER TBD RRU AWS 250 80'-0" 1 CSS QAP-660-V-3 0° 00 HYBRID FIBER TBD RRU PCS 250 80'-0" 1 CSS QAP-660-V-3 0° 00 HYBRID FIBER TBD RRU 850 250 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) 00 00 "* HYBRID FIBER TBD RRU AWS 1200 80'-0" 1 CSS QAP-660-V-2 00 0o "* HYBRID FIBER TBD RRU PCS 1200 80'-0" 1 CSS QAP-660-V-4 00 00 HYBRID FIBER TBD RRU 850 1200 90'-0" 1 CSS X7CAP-FRO-860-VRO (RET=4) 00 00 "* 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 2600 90'-0" 1 ANTEL HT4C6318GOOOR (RET=5) 00 0° HYBRID FIBER TBD RRU AWS 260° 80'-0" 1 CSS QAP-660-V-3 0° 0° "`* HYBRID FIBER TBD RRU PCS 2600 80'-0" 1 CSS QAP-660-V-3 00 0° *** HYBRID FIBER TBD RRU 850 260° 90'-0" 1ANTEL HT4C6318GOOOR (RET=5) 00 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 MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF ACOM CORPORATION. PROfiFS 0�5 ANG t NczFR O SA Lr� 18355P �� O 1996 _ 19, HD H. JP EXPIRATION DATE: 06/30/15 TMA MODEL #: COMMSCOPE El5R05P19 * (1) HYBRID CABLE SHALL FEED (4) RRU'S PER SECTOR EACH ANTENNA SHALL HAVE (4) 1/2" COAX TO SIGNED: 04/27/15 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) 1/2" COAX TO ASSOCIATED RRU (6'-10' LENGTH) 22"x34" SCALE: NOT TO SCALE PROPOSED '�NTGA DIMEl"N'SIONS 5 11 "x17" SCALE: NOT TO SCALE MANUFACTURER:RAYCAP MODEL: RCMDC-3315-PF-48 l 41 7,1" No. Date Revision A 10120/14 90% PZD REVISION B 12/11/14 100% FZD FINAL SET 0 04/27/15 ZONING SUBMITTAL 1 2