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HomeMy WebLinkAboutPlans Applicant 10/30/2024verizon,I SITE NAME: PIONEER PARKWAY VERIZON SITE NO. 17090866 2037 LAU RA ST. SPRINGFIELD, OR 97477 J DRIVING DIRECTIONS I I PROJECT DESCRIPTION FROM IS SOUTH IN SPRINGRELDIEUGENE, TAKE EXIT 184A TOWARD SPRINGFIELD CITY CENTER. CONTINUE ONTO OR-126 E. TURN LEFT ONTO PIONEER PKWY E. TURN LEFT ONTO W O ST. TURN RIGHT ONTO LAURA ST. SITE IS ON THE LEFT(APPROX. 0.2 MI) IN RACK OF PARKING LOT, ® CALI, OREGON ONE CALL CALL 3 WORKING DAYS BEFORE YOU DIGI APPLICANT PROPOSES THE FOLLOWING AT AN EXISTING UNSTAFFED RADIO TELECOMMUNICATIONS FACILITY: A PROPOSED ANTENNA ARRAY ON AN EXISTING 1504T MONOPOLE TQWER, AND A PROPOSED EQUIPMENT PAD INSIDE AN EXISTING FENCED COMPOUND WITH A DIESEL GENERATOR. FIBER AND POWER ROUTES ARE ALSO PROPOSED. CODE REFERENCES I CODE INFORMATION: ZONING CLASSIFICATION: MD(EDUSE-LIGHT-MEDIUM RIDUSTRIAL & COMMUNITY COMMERCIAL BUILDING CODE: OSSC 2= CONSTRUCTION TYPE: IIB DOCUPANCY:U JURISDICTION: CITY OF SPRINGFIELD SITE INFORMATION SITE LOCATION: MAP &TAX LOTR: 1703271002308 LATITUDE'; N 44- OB 55.3r (44.00-A) LONGITUDE-: W123. 01'3BGT-(.123.0275) TOP OF STRUCTURE AGL: 157-0' BASE OF STRUCTURE AMSL': 449's 'BASEQ ON GOOGLE EARTH. CONFIRM WITH 1A CERTIFICATION BY SURVEYOR, IF AVAILABLE PROJECT AREA APPROXIMATE LEASE AREA (VERILON): 240,0Pk SO. FT TEAM PO BOX Y867 SPRINGFIELD. OR 97475 SBENSON®SKYWAYTOWERS,COM (813)494-109 APPLICANT: PROJECT ENGINEER: SMARTUNKGROUP TISWT ENGINEERING, LLC 1997ANNAPOLIS EXCHANGE PKWY, STE. 20D 12725 SW M)LLIKAN WAY, M.3W ANNAPOUS, MD 21401 BEAVERTON, OR 97005 CRAIG BRUNKENHOEFER PAUL TIBBOT P.E. CRIO.BRUNKENHOEFERQSMARTLINKGROUP.COM PAUL@TIBBOfENG.COM (253) 347-7234 (SW) 3454921 gsmartlink PROJECT INFL- VERIZON SITE NUMBER: 17090866 SITE NAME: PIONEER PARKWAY 2037 LAURA ST. SPRINGFIELD, OR 97477 LANE COUNTY PLANS PREPARED BY: TIBBOT ENGINEERING LLC, 127258E MILUKAN WAY, STE 3W BEAVERTON. OR 97005 503 45=1 Q PROJECTP: 23-0042 ISSUED FOR: REVIEW SUBMTITALS EV DATE DESCRIPTION A 12111W PRELIMCDS B 2JIZ74 TIIENT REVISIONS - 0 4ra24 FINALCDS 1 81104 FIBER UCR 2 1D22R4 GENERATOR oRAwN eY: CHECKED BY. URRENT ISSUE DATE: 10/22/24 THE INPORMA71ON CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY RATURE. ANY USE OR DISCLOSURE WITHOUT OWNER PERMISSION IS STRICTLY PROHIBITED. BHEETTITLE: TITLE SHEET GENERAL NOTES GENERAL NOTES: lCONTINUEO1 1. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. NOTIFY OWNER AND 20. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK (REDLINING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE REOUNED BET TO OWNER UPON COMPLETION. 2. ORAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC 21. FOR CO-LOCATIONISRE$ OONTACTTOWER OWNER REPRESENTATIVE FOR PURPOSES ONLY, UNLESS NOTED OTHERWISE. THE GENERALCONTRACTOR'S PARTICIPATION IN BID WALK. SCOPE OF WORKSHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR, AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE PROJECT 22. CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER AS DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL. COMPANY AS REQUIRED. CONTRACTOR TO REPORT POWER INSTALLATION 8 PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTIOWCORTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THATTHE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIOUS, OR DISCREPANCIES SHALL BE BROUGHTTOTHE ATTENTION OF THE ENGINEER VERBALLY AND IN WRITING. 4. (MINER AND THE ENGINEER HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OFIAORK CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIGNEDTHAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SWILL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECTAND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING ON WRITING) THE OWNER AND THE ENGINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SMALL PRICE THE MORE COSTLYOR EXTENSIVE WORK UNLESS DIRECTED OTHERWISE. 5. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SMALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES FOR COORDINATING ALL PORTION$ OF THE WORK UNDER THE CONTRACT. 6, THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURERS/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 7, ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SMALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK 8. CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE. A FULL SET OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. 9. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED COORDINATION SQLUTR)N(S) TO NETW/ORKCARRIER REPRESENTATIVE, PROJECT CDNSTIRUCTION MANAGER AND ENGINEER. M. ANY SUBSTITUTIONS OF MATERIALS ANDIOR EQUIPMENT, MUST BE APPROVED BYOWNER. CONCRETE NOTES: (CONTINUED) SAFETY PROCEDURES e. REINFORCING STEEL SMALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN, FALL PROTECTION METHODS TO BE PER FEDERAL, STATE, LOCAL, OSHA, AND OWNER ACWRDANCEWFTHAC131SAND 3IS. LAP ALL CONTINUOUS REINFORCEMENT AT REQUIREMENTS. LEAST 30 BAR DIAMETERS OR A MINIMUM OF Z-W. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INIERSECTIONS. LAP CORNER BARS AT LEAST W BAR TOWERIPOE NOTES: DIAMETERS OR A MINIMUM OF 2C', LAP ADJACENT MATS OF WELDEDWIRE FABRIC A MINIMUM OF W AT SIDES AND ENDS. 1. VERIFICATION THAT THE EXISTING TOWER/POLE CAN SUPPORT THE PROPOSED ANTENNA LOADING IS TO BE DONE BY OTHERS. 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM AAA& S. SPIRAL REINFORCEMENT SHALL BE PLAN WIRE CONFORMING TO ASTM ME. 2, PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL INITIAL AND FUTURE ANTENNAS. ANTENNA COAX CABLES ARE TO BE GRADE W. fY­SD,IX PSI. SUPPORTED AND RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S REQUIREMENTS. S. REINFORCING PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT. SYMSOLS AND ABBREVIATIONS 24. WHEREANCHORIN.GTOACONCRETEROOFSLABGONTRAVTORSHALL CONFIRM 10, CONCRETE COVER FOR REINFORCING STEEL SHALL SEAS FOLLOWS: AIC AIRCONDITIONING (PRIOR TO SUBMITTING SID)WTTH CONSULTING CONSTRUCTION COORDINATOR AGL ABOVEGROUNDLEVEL AND ENGINEER THE PRESENCE OF POST TENSION TENDONS- CONTRACTOR FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE: 3" APRX APPROXIMATELY SMALL INCLUDE PROVISIONS FOR X-RAY PROCEDURES TO LOCATE THE FORMED SURFACES EXPOSED (=RP BARS): 2' AWS ADVANCED WIRELESS SERVICE TENDONS. TO EARTH OR WEATHER 1-#5 BARS): 1)I" B U BATTERY BACKUP UNIT 25. CONTRACTOR SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR ALL CABLE TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE APPLICABLE). PLASTIC ZJP TIES SMALL NOT BE PERMITTED FOR USE ON PROJECTS. 28 MAINTAIN THE INTEGRITY OF THE BUILDING ENVELOP AND CONSTRUCT BARRIERS IN THE AREA OF WORKTO PREVENT DAMAGE FROM WEATHER AND CONSTRUCTION DUST AND DEBRIS. 27. STRUCTURAL DRAWINGS AND REPORTS TAKE PRECEDENCE OVER CONSTRUCTION DRAWINGS. NOTIFY ENGINEER OF DISCREPANCIES. SITE NOTES: 1. CLEAR AND GRUB SITE OFALL VEGETATION, PAVING, GRAVEL BASE AND OTHER DEBRIS NOT TO REMAIN, SPOGRADES ARE TO BE SET PRIOR TO LANDSCAPE INSTALLATION. 2. ELEVATION OF SUSGRADE TO BE WITHIN AID FOOT OF ELEVATIONS SHOWN ON PLAN MINUS DEPTH OF TOPSOIL, FILL, AND MULCH. 3. ALL AREAS SHALL BE ROUGH GRADED WITHIN FOOT OF ELEVATIONS INDICATED BEFORE PUNTING ALL GRADES SMALL PRODUCE POSITIVE DRAINAGE AWAY FROM EQUIPMENT SLABS. BUILDINGS AND THROUGH ALL PUNTER AREAS TO AVOID LOW SPOTS AND STANDING WATER. 4, NEW GRADES SMALL BLEND NATURALLY INTO EXISTING GRADES. 5. IN LANDSCAPE AREAS, FINISH GRACES ME TO FOLLOW THE GRADES AND EDGE DETAILS INDICATED AND BE MOUNDED B INCHES IN THE CENTER OF THE BED ABOVE THE EDGE OFTHE UNOSCAPE AREA S. NOTIFY OWNER AND THE ENGINEER IF MODIFICATIONS TO THE SHOWN GRACING SEEM NECESSARY AND OBTAIN APPROVAL PRIOR TO START OF WORK OTHERWISE. ENSURE THAT EXCAVATION DOES NOT AFFECT ADJACENT 7. FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL, OR ON STRUCTURES, ENGINEERED FILL (COMPACTED TO 95%). ENSURE THAT EXCAVATIONS ARE FREE OF ORGANIC MATERIAL, DEBRIS, OR OTHER FOREIGN MATERIAL NOTIFY 10. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L LISTED OR ARCHITECT IF ANY UNUSUAL CONDITIONS ARE ENCOUNTERED. FIRE MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR SLABS AND WALLS (INTERIOR FACE): %' 5 SLOG BUILDING 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. BILKOCKING MG CUR CEILING CEILING CUR CLEAR 12 ANCHOR BOLTS TO CONFORM TO ASTM A307. CONC CONCRETE 13. NONSHRIKK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER WHIST DO CONSTRUCTION AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE L _CONTINUOUS DOUBLE MANUFACTURER'S PUBUSHED RECOMMENDATIONS. GROUT STRENGTH SMALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED(3,000 PSI IS DIAL DIAMETER DIAGONAL M MINIMUM). DN DOWN 14, ANCHORS BE HKTI BRAND- ADHESIVE ANCHORS REQUIRE DET DWG DETAIL DRAWING TALL ESTING TESTING TO CONFIRM CAPACITY UNLESS WPNED LTV ENGINEER AND LOCAL TO CO CI ME EA EACH JURISDICTION E4EV ELEVATION STRUCTURAL STEEL NOTES: Ea EO ELECTRICAL EQUAL i. SHOP ORANGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO OWNER VW EQUIP �T EQUIPMENT EXTERIOR AND THE ENGINEER FOR RENEW PRIOR TO FABRICATION. FlF FIBER FRAME FIN FINISH 2. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING FIELD WELDING, HIGH STRENGTH FIELD EDITING, EXPANSION SOLTS, ANDTHREADED FLUOR FLIT FLUORESCENT FLOOR EXPANSION ANCHORS) SHALL BE BASED ON THE A.I.S.C."SPECIFICATION FOR FT FOOT THE DESIGN,FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" LATEST EDITION. SUPERVISION SMALL BE IN ACCORDANCE WITH GA GALV GAUGE GALVANIZED 2D22 OSBC, 20211BC, OR CURRENTLY ADOPTED STATE SPECIFIC BUILDING CODE. OC GENERALCONTRACTOR CHAPTER 22, BY A QUALIFIED TESTING AGENCY DESIGNATED SY THE GRND GROUND CONSULTANT. THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL GSM GLOBAL SYSTEM MOBILE INSPECTION REPORTS AND TEST RESULTS. GYP GYPSUM BOARD 3. STRUCTURAL STEEL SMALL CONFORM TOTHE FOLLOWING REQUIREMENTS: MORZ NR HORIZONTAL HOUR TYPE OF MEMBER HT ID HEIGNT INSIDE DIAMETER A WIDE FLANGE SHAPES ASTM A992, GRACE 50 IN INCH A. SHAPES, PLATES, ANGLES, 8 RODS ASTM A39, Fy 38 K51 INFO INFORMATION S. SPECIAL SHAPES AND PLATES ASTM A572, FY SD-1 IN9UL INSULATION C. PIPE COLUMNS ASTM A53, FY 35 KSI D.STRUOTURALTUBWG ASTM Fy 48K91 INS LBN INTERIOR POUNDS M7 ASTM A325 E. CONNECTOILTSION F. CONNECTION BOLTS ASTM A325 TWIST-0FF LTE LONGTERM EVOLUTION PROJECT SITE. 8. FILL AND SLAB BASE MATERIAL SHALL BE 314" MINUS CRUSHED ROCK PLACED IN W(MAXIMUM) LOOSE LIFTS AND COMPACTED TO 90% ASTM 01557 OR AASHTO 4, HOT DIP GALVANIZE AFTER FABRICATION PER Al 23/A723MOD ALL STEEL 11, CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF T-1 SD. EXPOSED TO WEATHER AND WHERE NOTED. NOT LESS THAN 2-A OR 2-A1DBC WITHIN 76 FEETTRAVELDISTANCE TO ALL PORTIONS OF PROJECTAREA WRING CONSTRUCTION. 9. SPECIAL INSPECTION SHALL BE PERFORMED AS REQUIRED BYTHE 2022 OSSC, 5. ALLWELdNG SHALL BE IN CONFORMANCE MATH AJ.S.C. AND AWLS STANDARDS 20211BC, OR CURRENTLY ADOPTED STATE SPECIFIC BUILDING CODE. SECTION AND SHALL BE PERFORMED BYANSYAWS DI.I CERTFIEDWELDERS USING E70 12, CONTRACTORSHAU. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING 1705 BY AN INDEPENDENT SPECIAL INSPECTOR APPROVED BY THE LOCAL MELECTRODES. ONLY PRE-0UAUFIED WELDS (AS DEFINED BY AM) SHALL BE IMPROVEMENTS, EASEMENTS,PAVING, CURBING, ETC. DURING CONSTRUCTION. JURISDICTION, USED. WELDING OF GRADE III REINFORCING 13ARS(IF REQUIRED) SMALL BE UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OFORAVE 40 MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ASOUTTHE PROPERTY. SPECIAL INSPECTIONS REINFORCING MRS(IF REQUIRED) SHALL BE PERFORMED USING E70 XX ELECTRODES. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING STEEL IS 13. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. 1. CONTRACTOR SMALL PROVIDE REQUIRED SPECIAL INSPECTIONS PERFORMED BY AN INDEPENDENTINSPE(TOR, APPROVED BY OWNER AND THE LOCAL NOTPERMIRE. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON JURISDICTION. THE PROPERTY OR PREMISES. SITE SMALL BE LEFT IN CLEAN CONDITION AND a COLD -FORMED STEEL FRAMING MEMBERS SHALL BE OFTHE SHAPE, SIZE, AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THE REPORT TO THE GAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES OWNER, CIVIL ENGINEER, STRUCTURAL ENGINEER, CONTRACTOR, AND BUILDING INDICATED. ALL COLD -FORMED -STEEL FRAMING SHALL CONFORM TOTHE A.LS.S. 14. THE CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH OFFICIAL "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOTCLEARLY DEFINED MEMBERS." BY THE CONSTRUCTION DRAWWNG91CNTRACT DOCUMENTS. CONCRETE NOTES: 15, THE CONTRACTOR SHALL PERFORM WORK DURING OWNERS PREFERRED 1. ALL CONCRETE CONSTRUCTION SMALL BE IN ACCORDANCE WITH ACI3% 7. BOLTED CONNECTIONS SHALL USE BEARINGTYPE ASTM A325 BOLTS(3'4"DUL) AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. HOURS TO AVOID DISTURBING NORMAL BUSINESS. 2. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN S. NONSTRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5IS"OUL A81M 16, THE CONTRACTOR SMALL PROVIDE OWNER PROPER INSURANCE CERTIFICATES ACCORDANCE WITH CHAPTER 19 OFTHE 2022 OSSC, 2021 ISO, OR CURRENTLY A30713OLTS UNLESS NOTED OTHERWISE. NAMING OWNER AS ADDITIONAL INSURED, AND OWNER PROOF OF LICENSE(9) ADOPTED STATE SPECIFIC BUILDING CODE. CEMENT SHALL BE ASTM C150, AND PE AND PC INSURANCE. PORTLAND CEMENT TYPE II U.N.O. 9. (UNLESS NOTED OTHERWISE). PREPARATION AND PANTING SHALL BE IN ACCORDANCE WITH THE SPECIFICATION AND IN ACCORDANCE WITH THE PAINT IT. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSHEILE FOR THE MANUFACTURERS WRITTEN INSTRUCTIONS, ALLINSPECTIONS. METHODS AND PROCEDURES OF CONCRETE PLACEMENT. 10. ALL WELDS TO BE IW FILLET UNLESS NOTED OTHERWISE. 18. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. NOTIFY OWNER AND 4. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER SHALL BE ONE-CA-1. 811CALL BEFORE YOU DIG, THAT BURIED UTILITIES EXIST IN THE AREA AIRENTRAINED WITH AN MR -ENTRAINING AGENT CONFORMING TOASTM CIZSD, 11. TOUCH UP ALL FIELD DRILLING, WELDING AND CUT SURFACES WITH 2 COATS, OF AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACTTHE C494,C61S, C889 AND C1017. CONCRETE EXPOSED TO FREEZING AND THALMNG GALVACON QINC RICH PAINT) OR APPROVED EQUAL ONECALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. CALL El TO CONTACT REGIONAL UTILITY LOCATE SERVICE. WHILE MOIST SHALL BE AIR ENTRAINED IN ACCORDANCE KITH ACI 318,SECTION 4.4.1. 19. CONTRACTOR TO DOCUMENT ALL WORK PERPORMEDW" PHOTOGRAPHS AND 5. REINFORCING PARTIALLY EMBEDDED IN CONCRETE SMALL NOT BE FIELD BENT SUBMIT ,TOOWNER. ALONG WITH REOUNED CONSTRUCTION SET. UNLESS SPECIFICALLY 80 DETAILED OR APPROVED BY THE CONSULTANT. MAX MAXIMUM MECH MECHANICAL MTL MFR METAL MANUFACTURE MGR MANAGER MIN MINIMUM MI$C MISCELLANEOUS NA NOT APPLICABLE NIC NOT IN CONTRACT HIS NOT TO SCALE CO ON CENTER OD OUTSIDE DIAMETER PCS PERSONAL COMMUNICATION SERVICE FOG POWER DISTRIBUTION UNIT PLYWD PLYWOOD PROD PROJECT PROP PROPERTY PT PRESSURE TREATED REQ REQUIRED RF RADIO FREQUENCY RM ROOM RO ROUGH OPENING RRH REMOTE RADIO HEAD SHT SHEET SIM SIMILAR SPEC SPECIFICATION SF SQUARE FOOT SS STAINLES9 MEL STL STEEL STRUCTSTRUCTURAL - STD STUD (" = SUSP SUSPENDED THRU THROUGH TMA TOWER MOUNTEDAMPUFlER TND TINNED TYP TYPICAL UMTS UNIVERSAL MOBILE TELECOMMUNICATION SERVICE VERT VERTICAL WI WITH W/O WITHOUT WCS W1 ELESSCOMMUNICATION WP SERVICE WATER PROOF ■ l Know what'sbelow. Call before you dig. gsmartlink verizon,/ PROJECT INFO: VERIZON SITE NUMBER: 17090866 SITE NAME: PIONEER PARKWAY 2037 LAURA ST. SPRINGFIELD, OR 97477 LANE COUNTY PLANS PREPARED BY: i&,, 71LG80BT ENGINEERING 12725 BE MILLIKAN WAY, STE 300 BEAVERTON, OR 970M S033OS2921 STAMP: Q 4'77 IPEO OREXi 96 KIII 5 08Z30 B PROJECTM 23-0042 DRAWN BY: CHECKED BV: W RRENT ISSUE DATE: 10/22124 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE WITHOUT OWNER PERMISSION IS STRICTLY PROHIBITED. NOTES: 1, THESE DRAWINGS ARE GENERATED FROM MULTIPLE SOURCES INCLUDING, BUT NOT LIMITED TO; GIB MAPS, AERIAL MAPS, PHOTOS, ADJACENT PARCEL ADJACENT PARCEL V SVRVEY (IF PROVIDED). ZONING= MIXED USE- ZONING=MIXEDUSE- -MEDIUM INDUSTRIAL& LIGHT -MEDIUM INDUSTRIAL& 2. LY. CON FIBER ROUTE ROUTE WITH U WITH UCD DATED 7�i0.2024 BY COMMUNITY COMMERCIAL COMMUNITY COMMERCIAL ZIPLY. CONFIRM POWER ROUTE WITH UCft DATED T80. EXISVAULT TING % PROPOSED IC-0' EXISTING GRAVER ACCESS EXISTING COMCASTSPUCE I �� UTILRY EASEMENT DRIVEWAY I CASE VAULT i ! I „� -- ��------ __—__----_ L LADJACNE EN PARCEL PROPOSED MP FIBER NOT SUBJECT PARCEL LINE BETWEEN YADLTS. MPI SEE —AIL THIS SKEET ADJACENTPARCELIMAGES,ANDTOPOORAPHIC ZONING=MIXED USE -LIGHT LIGHT-MEDIUMINOUSTRIAL& COMMUNITY COMMERCIAL EXTG TREE (TYP) - EXISTING 150'Jr' MONOPOLE. Z a r O ----------------=---- = ----_. --- - --_ — `MP OVAULDTM —=—__---_J WGRESBb EGRESS FROM LAURA ST. �/ g , I >/ RMHT-OF-WAV UNE 4` VERRON TO INSTALL (1) PROPOSED 3018 FIBER MMP VAULT, (1) PROPOSED TCONDUITSEPWEEN..,- VAULTS,AND (1)TCONDUIT FROM CMMPOMPOUND ALTAT COMPOUND UTILITY RACK. ALL CONDUITS TO BE INSTALLED WITH (2) — I I I ! 125. INNERDUCT,ANDPROOF ALL AOIACE PARCEL CONDUHS WITX MULE TAPE FIBER ZONING USE LINE TO BE INSTALLED SIMPLY LIGHT -MEDIUM INDUSTRIAL& FROM VAULTTO FIBER CABINET. C,OMi UNF ER� T I PRO POSFA IB'-0'IMDE ACCESS EASEMENT FIBER SO' FROM VERU'AN AAV PROPOSED VERP_ON ENCLOSURE. SEE 12kW LEASE AREA DETAIL THL9 SHEET .EXISTING FENCED COMPOUND SUBJECT PARCEL MAP8T11ELl. 17CRE 002ZW SITE =1MI ACRES ZONING=MIXE04SE- _ IV I IOMI I I — — COMMUNffY'COMMERCIAL COMMEITYCOMMERCIAL EXTG BUILDING (TIP) ADJACENTPARCEL ZONING: MIXEP USE. LEDIUM INDUSTRIAL &� COMMUNITY COMMERCL�L - - "'_—ADJACENT PARCEL J------" - - ZONING=PUBLICLAND &OPEN SPACE vsas. � •n.rn 0"I, �r R\�ryx hw=n�"'aw we MNxxNs - CI 4�CCMtnT coVfR - VaxAba9 nex ez n.nna - ... � .n In town nex iz Mnne - z ve svur enveal xAranuLXm - mo u. IP run FIBER VAULT (MMP) DETAIL EXISTING LEASE } f AREA(GTNERS)TYP. l m 1 mP 111 1 4 1 111 111 1 1 M1I gsmartlink verizon,/ VERIZON SITE NUMBER: 17090866 SITE NAME: PIONEER PARKWAY 2037 LAURA ST. SPRINGFIELD, OR W477 IANECOUNTY PLANS PREPARED BY: TIISBOT ENGINEERING 12725 BE MILUKAN WAY, STE 300 BEAVERTON. OR 97005 503395-2821 Ilm ,PROJECTR N 23 0042 ISSUED TOR: REVIEW SUBMITTALS -EV DATE DESCRIPTION Sr A 12JIVJ3 PREUMCDS B 272f24 C ENTTRVIR-r,Y, - 0 VMW FINALCOS 1 801124 FIBER UCR 2 10=4 GENERATOR DRAWN BY CHECKED BY: CURRENT ISSUE DATE: 10/22�24 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DLSCLOSURE WITHOUT OWNER PERMISSION IS STRICTLY PROHIBITED. ISHEETTITI-11 OVERALL SITE PLAN 'a Ix EXISTING LUMEN MMP FIBER BOX ' 1 PROPOSED MP PROPOSED FIBER CONDUITL ^ EXISTNG 150-0' MONOPOLE { FIBER VAULT. SEE FROM MMPFIBER VAULTTO S SEEELEVATIONSHEETAJAND HEETA-1 AND UCR FIBER ENCLOSURE. SEEANTENNA PLAN SHEET RFi SHEET A-1 ANDUCR.^� PROPOSED VERRON It ICE BRIDGE. SEE \ DETAIL SHEET AB PROPOSEDVERIZON i CPS ANTENNA. SEE DETAIL SHEET Ed EXISTING GRAVELACCESS_ DRIVEWAY AND i6'-0' WIDE ^ ^ ^ ^ ^ ^ _ — ACCESS EASEMENT F i / ^^^ TOTAL VERRON 12'x20' ^ ^^^^^ LEASE AREA. SEE SHEETA< --- PROPOSED VERIZON 4'4"t11'4" CONCRETE EQUIPMENT PAD. SEE DETAILS SHEETA-S PROPOSED VERRON UTILITY RACK WITH INTEGRATED LOAD CENTER, FIBER ENCLOSURE, AND (3) LED SERVICE LIGHTS. SEE DETAIL SHEET Ed PROPOSED VERQON DIESEL GENERATOR WITH TERTWiYTANKON 4'-0•X1(r "CONCRETE PAD. SEE DETAILS SHEET A-7 PROPOSED (2) VERIZON HYBRID CABLES TO RAYCAP CVPONTOWER :1 111 --' .. , TOWER ANTENNA 4 1 1, EQUIPMENT AND PLATFORM NOT SHOWN FOR CLARITY. t 1L EXISTING OTHER CARRIER SEE SHEET RF-1 j EQUIPMENT PAD AND ICE BRIDGE f 1 4 � ,EXISTING OTHER CARRIER 1 y' h`ii//y1 EQUIPMENT PAD AND ICE BRIDGE 1 t ^1 i C •t, - ..+.-x PROPOSEOPOWER • T. \ 0 \ T1 CONDUIT FROM METER EXISTING SERVK:EiRACK 3 TO INTEGRATED LOAD WITH MULTFMETER SANK. ' L CENTER. SEE DETAILS METER TO BE INSTALLED BY 1 SHEET E-1, E2, Ea UTILITY COMPANY. 11 1 PROPOSED SITE PLAN ` g smartlink verizon' PROJECT INFO: VER[Z SITE NUMBER: 17090866 SITE NAME: PIONEER PARKWAY 2037 LAURA ST. SPRINGFIELD, OR 97477 LANE COUNTY PLANS PREPARED BY: TI8130T ENGINEERING LLG 12725 BE MIFLIKAN WAY, STE 3DO BEAVERTON, OR 97DOS SW348-2921 STAMP: 4azrP o� Q` 77 1PF=l� OREGON 26 PROJECTM 23-0042 ISSUED FOR:' REVIEW IN THIS SET QF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE WITHOUT OWNER PERMISSION IS STRICTLY SITF PLAN EXISTING TOWER TOP I ANTENNATIP HEAGHT EXISTING ANTENNA ARRAY t { (OTHERS) EXISTING ANTENNA ARRAY (OTHERS) PROPOSED VERIZQN ANTENNA EQUIPMENT AND SECTOR FRAME PROPOSED ANTENNA RAD CENTER MOUNT(TYP OF 3) V 11T�9 B'111Q-0" • 103A.4• SEE SHEETS A-0; RF-28 RF3 PROPOSED VERD:ON HYBRID CASLE(S) FROM GROUND EQUIPMENT TO OVP. SEE SHEETS RF-2, RF-3 AND RFDS EXISTING i5D-0' MONOPOLE PROPOSED VERIZON GROUND EQUIPMENT. SEE SHEETS A-2, A4, A-5, A-S 8 A-7. NOT ALL EQUIPMENT SHOWN, FOR CLARITY h�y GRO_UND LEVEL (u'l- NOTES: 1. STRUCTURAL AND MOUNT ANALYSIS PER TIA-222-H TO BE COMPLETED AND PASSING PRIOR TO CONSTRUCTION. (V 7 sma rtl i nk 2.ANTENNA SECTOR IS SHOWN FRONT FACING FOR CLARITY, AND MAY V BE SKEWED IN REAL LIFE. CONFIRM DESIGN WITH RFDS AND RF-I. ELEVATION verizon' I VERPAN SITE NUMBER: 17090866 SITE NAME: PIONEER PARKWAY 2037 LAURA ST. SPRINGFIELD, OR 97477 LANE COUNTY PLANS PREPARED BY: TIBBOT ENGINEERING LLC. 12725 BE MILUKAN WAY, STE 300 BEAVERTON, OR 97005 5033iS2921 PROJECTM 23-0042 ISSUED FOR: REVIEW A-3 PROPOSED G • ANTENNASEE !jj rJ DE TAIL SHEET..I f PROPOSED IT) .-�. FROM PRIMARY CABINETTORAYCA> ! S' TYP. PRIMARY � �1 E OVP ON Tove. F FUTUREPOWERRNET CABI i' FUTURE 1 - PROPOSEOV7W CABINET CABINET CABINETSO11' (' 3N4x NCRETE PAD. SI.I. DETAILS SHEET Aa - VERIZON 121' I I IT_1J LEASE AR=� !'— �� EXISTING CHAINLINK FENCE NOTES: 1. CONTRACTOR SHALL STRIP SUPERFICIAL SOFT WET ORGANIC OR DELETERIOUS SOILS TO EXPOSE FIRM AND UNYIELDING SOIL (MIN 6"). 2- IF STRIPPING IS REQUIRED DEEPER THAN B'. CONTRACTOR SHALL CONTACT THE SITE CONSTRUCTION MANAGERTO DETERMINE THE APPROPRIATE STRIPPING DEPTH AT THE TIME OF CONSTRUCTION, O PROPOSEDUTRITY PROPOSED DIESELS 1 RACK WITH EO TOR WITH LOAD CENTER. FIBER ERTIAR ENCLOSURE AND ENCLOSURE, AND C -&'CONCRETED D. PA-7 N 4'-0SEE LED SERVICE LIGHTS. TS DETAILS SHEET D SEE OETAl159HEET A-7 SEE DETAIL SHEET 63 PROPOSED EQUIPMENT LAYOUT 1 NOTE: 1. CONTRACTOR SHALL STRIP SUPERFICIAL SOFT WET ORGANIC OR DELETERIOUS SOILS TO EXPOSE FIRM AND UNYIELDING SOIL (MIN WL IF STRIPPING IS REQUIRED DEEPER THAN 6'. CONTRACTOR SHALL CONTACT THE SITE CONSTRUCTION MANAGER TO DETERMINE THE APPROPRIATE STRIPPING DEPTH AT THE TIME OF CONSTRUCTION. 6" OF 314"-MINUS T MIL WEED CRUSHED ROCK BARRIER COMPACTED 95% IN � z l ACCORDANCE WITH ASTM 9699 I ORIGI� .. L I EDGE OF UNDISTURBEDSdL 1 CRUSHEDROCK SURFACE NATIVE SUBSOIL COMPACT TO 95% IN ACCORDANCE WITH ASTM D1557 7OF1-IM"MINUS ' UNDER LAYER Rre COMPOUND SECTION DETAIL I ; NOTE8: - 1. ALL ITEMS TO CONFORM TO ASTM F1083 FOR HOT DIPPED CALM 6. PROVIDE STRETCHER BAR AND TENSION SANDS AT ALL GATES, GATE FENCING, ASTM FSW FOR GATES, ASTM A397HW FOR FENCE FABRIC POSTS AND CORNER POSTS CLASS2 GALV. AND ASTM A121-06 CLASS 3 MR BARBED WIRE. 7. PROVIDE 1.7W INSIDE DIAMETER, 17 GAGE GALVANIZED TUBE FOR TOP 2. ALLPIPETOBESCHEDULE40UNLESSNOTEDOTHERWISE RAIL SPUCE WHERE REQUIRED 3. ALL ITEM TO BE GALVANIZED PER ASTM F1083 8. PROVIDETURNBUCKLE OR TIGHTENER ATALLTRUSS RODS AND 4. HOG RINGS AND WIRE FASTENERS TO BE SPACED NO MORE THAN 20100 TENSION WIRES HORIZONTALLY AT I2"OC VERTICALLY 5. BOTTOM TENSION WIRE TO BE NO MORE THAN 4• ABOVE GRACE 9. AFROSTFREE GATE LATCH WITH CHAIN AND PADLOCK MAYBE USED INSTEAD OF A DROP ROD UPON APPROVAL FROM THE C.M. 10-0' 17-0" 10-0" 174P _ WIRE FASTENERS GATE'• GATE FRAME{ - DROP ROD BARBEDWIRE POST' . } (3) STRANDS Ba' B4r _ 2%MAXSLOPE `•. } 2%MAX SLOPE qjl• CTE RAILORKLNALGRADE NTAL RAILTERODW MIN DEPTH OF 314-MINUS CRUSHED ROCK - TO 95% IN ACCORDANCE WATH ASTM 0098 6" MIN DEPTH OF 1 1f7 MINUS CRUSHED ROCK - COMPACTEDTO 90% IN ACCORDANCE WITH ASTM D89S STRIP ORGANICS AND COMPACT TO 95%COMPACTED IN ACCORDANCE WITH ASTM D1587/,'• '- MIRAFI MOX OR EQUAL WOVEN QEOTEXTILE FABRIC OVER COMPACTED SUBGRADE AND UNDER ALL GRANULAR r. u -HOG RINGS SURFACES L TENSION WIRE }_ t �= CHAIN LINK FABRIC - N TO EXTENDED DOKBAS CROWNED NEDFDIAMETER IN CROWNED FOOTING CRUSHED ROCK BASE NTS ACCESS ROAD DETAIL 13 NTS gsmartlink verizon' PROJECT INFO VERIZON SITE NUMBER: 17090866 SITE NAME: PIONEER PARKWAY 2037 LAURA ST- SPRINGFIELD, OR 97477 LANE COUNTY PLANS PREPARED BY: TIBBOT ENGINEERING LG 12729 BE MILLMAN WAY, STE 300 SEAVERTON, OR 97005 55IXH345-MI STAMP:AiF (7_f�a �61x8 w77001PE� OREGON RENENS O6'30 26 PROIECTP. 23-0042 f • LINE POST DRAWN BY: - CHECKEDBY: CURRENT ISSUE DATE: 10/22/24 .-• .. 'y„i ELF/\ .� Aii ✓� - �/ •'-CRUSHED ROCKSASE 12"DEEP x 17DIA. CONCRETE WISTEEL SLOTTED HALCO 5911 MUSHROOM CATCH -r ` �`.0 !, f �\ "�\/ •y \\` UNDISTURBED EARTH OR COMPACTED BACKFILL THE INFORMATION CONTAINED INTHISSETOFCONSTRUCTION DOCUMENTS S PROPRIETARY SYNATURE.ANY USEOR DISCLOSURE WITHOUT OWNER PERMISSION IS STRICTLY PROHIBITED. SHEETTITLE: DETAILS CHAIN LINK FENCE DETAIL 4 A-4 NOTE: 1, f' MMIN DISTANCE NEEDED FROM CONCRETE EDGES BEFORE DRILLING ANCHOTS TO SUPPORT CABINETS OR ICE PROTECTION "45• CHAMPER(TYP) S'THIOKCONCRETE SLAB p000 PSI FlBERMESH CONCRETE) EXISTING GRADE 6MILPOLYVINYL PREPARED SUBGRADE VAPOR BARRIER COMPACTE0TOS5%MAXIMUMDRY UNDER SLAB DENSITY (PER MODIFIED PROCTOR ASTM 01577/AASHTOTlW) NOTES 1. CONCRETE SHALL BE FlBERMESH AND HAVE A28 DAY COMPREBSIVE STRENGTH OF 40, PSI. 2 SEE DETAILON BOTTOM RIGHT FOR BASE SHOE ANCHOR PLATE APPLICATION. CHANNEL MOUNTING BRACKET ,I ASSEMBLY 3.12' O.D. PIPE COLUMN SPACED AT B-0° O.C. MAXIMUM, MINIMUM 2 PER GRIP -SPAN SECTION 312" O.D. DIRECT BURIAL PIPE COLUMN (42• IMBED) CROWNED FOOTING, TYP 1 Z' X 48' DEEP CONCRETE PIER 1'B POUR 12°O CONCRETE FOOTINGS 4• BELOW EXISTING GRADE NTS TYPICAL CONC. PAD SECTION NOTES: 1. EXACT PART NO. AND SPECIFICATIONS TO BE DETERMINED BY VERIZON CM. 2. STRUCTURAL AND MOUNT ANALYSIS PER TIA-222-H TO BE COMPLETED AND PASSING PRIOR TO CONSTRUCTION PANEL ANTENN ANTENNA MOUNT, PANEL TOPS BOTTOM +1 ANTENNA 2'VO STD 1 MOUNTING PIPE UPPER ANTENNA MOUNT PER MFR ANTENNA PIPE - MOUNT LOWER ANTENNA MOUNT PER MFR JUMPER l ''�JII Y MINIMUM RADIUS ONJUMPERS SIDE %R W BACKVIEW NTS TRAPEZE SUPPORT KIT MOUNTED AT 4'-W O.C. NOTES: 1. EXACT PART NO. AND SPECIFICATIONS TO BE DETERMINED BY 24• WIDE ICE BRIDGE VERIZONCM. GRIP -STRUT BRIDGE CHANNEL 2. STRUCTURAL AND MOUNT ANALYSIS PER TIA-222-H TO BE COMPLETED AND PASSING PRIOR TO CONSTRUCTION 3-1/2'O.D. DIRECT BURIAL PIPE COLUMN (47' IMBED) OR BASE SHOE ANCHOR PLATE CABLE BRIDGE POST WITH &W BASE SHOE ANCHOR PLATE • (4)12" HILT] KVAK BOLT 11 /Ir W/4•EMBEDMENT �r '� ■ r EXISTING CONCRETE SAME SHOE ANCHOR PLA ICE BRIDGE DETAIL NTS STIFF ARM 271V OD 10' PIPE IQT TYP OF 4 PER MOUNT SECTOR FRAME MOUNT SITE PRO 1 PART#: VFAS-RRU V smartlink 1.... verizon-' _fF PROTECT INFO ' VERQON SITE NUMBER: 1 �1 17090866 ' 4 SITE NAME: i PIONEER PARKWAY l I( 2037 1 I LAURA SPRIR A 477 LANE COUNTY PLANS PREPARED BY: TIBBOT ENGINEERING LLG 12725 BE MILUKAN WAY, STE 300 BEAVERTON, OR 97005 COMMSCOPE PIN DUAL MOUNT B03.i0.428 21 BSAMNTSBS-1-2 (OR EQUIVALENT) ISTAMP. JA ANTENNA PIPE MOUNT COLLAR MOUNT LTYP OF 2TOTAL f . 1 8' V-FRAME - MONOPOLE RENEWS 05/30/20 PROJECT A: 23-0042 ISSUED FOR: REVIEW SUBMITTALS .EV DATE DESCRIPTION BY A 12/1128 PRELIMC06 B 2/1224 CLIENT REV 0 4/29124 FINAL CDS 1 8/124 FIBER UCR 2 102224 GENERATOR DRAWN SY: CHECKED BY: URRENT ISSUE DATE: 10/29194 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE WITHOUT OWNER PERMISSION IS STRICTLY PROHIBITED. SHEETTITLE; DETAILS SHEET NUMR: REV. ABE-5 2 NOTES: MFR: INTERSECT MODEL NO.: V2 T31355890C18NE CONFIRM All DIMENSIONS AND ANCHORAGE WITH MFR. NOTES: MFR: CHARLES MODEL NO.: CUBESS4B22B1%1 WEIGHT (W/BATfEWEIGHT (EMPTY): T15 ft1ES&1915 LBS ANCHORAGE: HILTI KWIK BOLT-."',� — - - - W) GD.SS" MOUNTING HOLES smartlink 3-1/2' EMBED (TYP OF 4) - CONFIRM ALL DIMENSIONS WITH MFR. (2) 01.39" KNOCKOUTS 5 (4) G7.75/2.50 KNOCKOUTS jam® �I • 0 Fo.- TOP MEW � BOTTOM VIEW verizon' PROJECT INFO. VER20N SITE NUMBER: 17090866NAME: „ 3ffE NAME: PIONEER PARKWAY ' jo _ I �. 2037 LAURA ST. SPftINGFlELO, OR 97477 LANECOUNTY �•] PLANS PREPARED BY: ® TIBBOT ENGINEERING LLt. FRONT VIEW SIDE VIEW I • ? ' O O +p■ (a) 01.7572.50" KNOCKOUTS ®`N (3) 01.75W.51Y KNOCKOUTS (2) 02,50"/3.80" KNOCKOUTS (2) G2.50Y3.B0' KNOCKOUTS (BOTH SIDES) (PER COMPARTMENT) 'REARVIEW' 12725 BE MILIJKAN WAY, STE 3W BEAVERTON. OR 97005 503.T45.2021 STAMP: FRONTVIEW. SIDEVIEW allf I "TB FIBER ENCLOSURE DETAIL Nrs RF AND BATTERY CABINET DETAIL 2._ LT�1 L pj OREGON a REHM OB 30 S PROJECTM 23-0042 ISSUED FOR: REVIEW SUBMITTALS EV DATE I DESCRIPTION BY A 12111R3 PRELIM CDS B 2/12/2A QEI/T �: 0 d2B/24 FlNALC0.A 1 BN26 FlBER UCR 2 1M21�4 GENERATOR DRAWN BY: CHECKED BY: CURRENT ISSUE DATE: 10/22/24 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE WITHOUTOWNER PERMISSION IS STRICTLY PROHIBITED, SHEETTITLE: CABINET DETAILS SHEET NUMBER: REV. "� NOT USED 3 Nrs NOT USED 4 A-'6 2 JM �NM �,�a�d,rBm61 R[I6Y�1� [Fr NU.Ufi �`Ta,Vl uldl,r BF m,xlr rcrRa, rm[n RAx.I---il,r 1 Al, n<.IdRL F i-' �I ro,[v I _ h = [ 1^ N[Nw[,Id.,oKw. Ml ovEnu[nmx� P. wrcmK'mlw� wq B6rR 1- w un IZI[M T—w virl� NITS NOTES: 1. DIESEL GENERATORS REQUIRE BELLY FUEL TANK AND SINGLE SIDED ACCESS 2. VERIFY GENERATOR STUB UP AREA FOR SPECIFIC MANUFACTURERIMODEL NUMBER 3. VERIFY PAD SIZE REQUIREMENTS FOR SPECIFIC MANUFACTURERlMODEL NUMBER 200GALLON TERTIARY DIESELTANK PRFI. TMINARY IISF n%Y SEESHEETA-5^ GENERATOR INSTALL U2.2L 022 XK'J SSS L2A Y02 s- rn0� �L T➢RTI�ARY SPECIAL TANK DIESEL GENERATOR NON-ATCHING DOORS APPROXIMATE GEN STUB UP AREA NTS GENERATOR LAYOUT DETAIL (SINGLE SIDE ACCESS) 3 NTs IM TANK FNTNG ....... FUNCTION: 1 IKNPT MELEUPPLYWFIRESAFETYVALVE 8 CA ID ^. .- 2 17NPT _ FUEL RETURN NTAINMFLUEM as 3 4 NPT EMERGENCYVEM-PRIMARY g Smartllnk g 4 4'NPT EMER6ENCYYEM-SECONDARY V IB f1 5 Y PT O 2 o N MNT-NORML • B - FUPI6ENSOR FUEL LEVEL - --613 I32.01 T - VISUAL LEVEL LE FI eaB RT'S1 � E-v'� I�Agj�l I 15 ,b 0� y'NPT FUEL FLLL PADLOCKABLE FILLGP 11tB 2'NPT SPARE PORT ELOPED TOP . R.310 YNPT MBH LEVEL SWITCXtYNPJ12 3"NPT LEAKSWITCN-SECONDArK — verizonFI ,B2 _ NIN a 13 6WITCX FLUID COMMNMENTAPFA I'Lam. .. .... R4 14 - IFAK 6WRCN IEMWRV TANK 15 I— D N-FLUIDDONT AREA- T= S g B 9 5 b� N ty L O 16 III NPT DRMN-TFRMR K C• 1T 3"NPT OVERFlLLPREVENTIDN VALVE-BS% PROJECTINFO: $ R VERIZON SITE NUMBER: "' TANK LS ILL 1Ay LISTED LIFTINGP[SID DIMENSIONSARE IN MIWMETER99NCNESf/7090866 yX-EACH SIDE ,2o6 lAJ.el I SITE NAME: I PIONEER PARKWAY 1 REMOVABLE ETUBLP 679 1y6.e1" — Ltd .. COVPR 203T L LD, OR 9. SPRILANE CO OR 974T7 • LANE COUNTY M UA MG HGLES I ,OX-BOTiOM �, n B 19 e39 D0. REmiaceMERs NOTE: _ ,i Dw aAL1 NOUNDND WMSTUOS FOR BASETANKTO NOUNTIN SU BE— IGRADE 5,(USE STANDARD SAE T UEePECS). INSTALLSASETANK wo KOBMImI y000AL U6EABLE 12140AL TOTAL EXTENDED YLLLAND—T A0001225298 DIESEL TANK DETAIL GENERATOR NOTES: 1. CONTRACTOR TO PROVIDE SPACING ISOLATORS FOR APPLICATION; VERIFY WITH CLIENT REPRESENTATIVE. CONTACT MANUFACTURER FOR SPECIFIC SPRING ISOLATORS FOR PARTICULAR APPUCATION- 2. CONTRACTOR SHALL APPLY FOR A FLAMMABLE!COMBUSTIBLE TANK PERMIT WITH FIRE DEPARTMENT PRIOR TO INSTALLATION, IF REQUIRED. 3. STORAGE, USE, DISPENSING, MIXING AND HANDLING FLAMMABLE AND COMBUSTIBLE LIQUIDS SHALL BE IN ACCORDANCE WITH CHAPTER 570E THE 20220REGON FIRE CODE (OFC), FLAMMABLE AND COMBUSTIBLE LIQUIDS. d. PERMANENT PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN ACCORDANCE WITH CHAPTER 9, SECTION 906 OF THE 2D22 OFC, PORTABLE FIRE EXTINGUISHERS. 5. THIS TANK SHALL EEAR A LABEL OR PLACARD IDENTIFYING THE MATERIAL CONTAINED V41THIN IN ACCORDANCE WITH SECTION 57D42.7.5 OF THE 2092 OFC, S. WARNING SIGNS SHALL BE OF A DURABLE MATERIAL WITH RED LETTERING ON A WHITE BACKGROUND AND SHALL READ'DANGER-FLAMMABLE LIQUItIr. LETTERS SHALL NOT BE LESS THAN 3" IN HEIGHT AND in" IN STROKE IN ACCORDANCE WITH SECTION 57042.3 OF THE 20220FC. 7. CONNECTIONSFOR TANKOPENINGS SHALL BE LIQUID TIGHT. OPENINGS TO TANKS SHALL BE LOCATED OUTSIDE OF BUILDINGS AT A LOCATION FREE FROM SOURCE- OF IGNITION, AND NOT LESS THAN 5 AWAY FROM BUILDING OPENINGS, OR OF LINES OF PROPERTYTHAT CAN BE BUILTON. SUCH OPENINGS SHALL BE PROVIDED WITH A LIQUID TIGHT CAP, WHICH SHALL BE CLOSED WHEN NOT IN USE AND SHALL BE PROPERTY IDENTIFIED IN ACCORDANCE WITH SECTION 570427.5 OF THE 2022 OPC. B. VENT PIPE OUTLETS FOR TANKS STORING CLASS I,II, OR IIIA LIQUIDS SHALL BE LOCATED SUCH THAT THE VAPORS ME RELEASED AT A SAFE POINT OUTSIDE OF BUILDINGS AND NOT LESS THAN iZ ABOVE THE ADJACENT GROUND LEVEL VAPORS SHALL BE DISCHARGED UPWARD OR HORIZONTALLY AWAY FROM CLOSELY ADJACENTWALLS TOASSIST IN VAPOR DISPERSION. VENT OUTLETS SHALL BE LOCATED SUCH THAT FLAMMABLE VAPORS WILL NOT BE TRAPPED BY EAVES OR OTHER OBSTRUCTIONSAN SHALL BEAT LEAST 5' FROM BUILDING OPENINGS OR OF LIKES OF PROPERTYTHAT CAN BE BUILT ON IN ACCORDANCE WITH SECTION 5704.2.7.3 THROUGH S704.2.7-3.9 OF THE 2022 OFC. 9. CONDUIT STUB UP LOCATIONS FOR GENERATOR SHALL BE DETERMINED BY CLIENT CM AND MANUFACTURER SPECIFICATIONS. 10. SLOPE CONCRETE 114' PER FOOT, MINIMUM. 11. VERIFY EQUIPMENT SPECIFICATIONS FOR MOUNTING HOLE LOCATIONS. 12. MINIMUM OF '"COVER AT TOP OF SLAB, AND 3"WHERE CONCRETE IS IN CONTACT WITH BOIL 13. SOL SHALL BE PREPARED WITH A FLAT SURFACE, FREE AND CLEAR OF STANDING WATER AND LOOSE DEBRIS. SOIL SHOULD BE WELL COMPACTED TO 90%OF ITS MAXIMUM DENSISTY AT OPTIMUM MOISTURE CONTENT. SEE GEOTECHNICAL REPORT IF AVAILABLE. 14. TOP SURFACE OF SLAB SHALL BE A LIGHT BROOM FINISH AND TAPERED TO ALLOW TO SHED WITHOUT PONDING. GENERATOR NOTES 5 SE MILUKAN WAY, STE 300 BEAVERTON, OR 97005 503345-T21 tC-014 7MORM A-7 FABRIC FENCE APPLICATION: 0H TO SS THRU BOLT W/ W 63 WASHER AT FAR SIDE, TYP OF 4 LOCATIONS verizo� - - 1"WIDESTRIPE - 114' RADIO TELECOMMUNICATIONS FACILITY -- 7116' SITE NAME — — — — " LOCATION CODE: --- FCC ASR# ----- 114' CONTACT PH: 1-800-832-6552 — - — - 0 1 FLAMMABLE LIQUIDS 3' HIGH BLACK LETTERING WITH If2" MIN. STROKE WHITE ALUMINUM SIGN PER JURISDICTIONAL & VERIZON WIRELESS REQUIREMENTS FLAMMABLE LIQUIDS SIGN NOT TO SCALE VERIZON SIGNAGE DETAIL NOT TO SCALE Transmitting AMenna(s) Radio freeuenry Gelds beyond this Point MAY EXCEED the FCC General PopulMbneaposurellmR. ISTTenI i Obey all posted signs and site rotor lela guidelines. ca Call VeHmn at 1-800-264-6620 6 PRIOR to working beyond this point. Site 10 / PSLC: RF NOTICE SIGN NOT TO SCALE 28' SIGNAGE NOTES: 1. SIGNS&PLACEMENT A. LOW LEVEL (BLUE) WARNING SIGNS - PLACE AT SITE gsmartlink ENTRY/ACCESS POINTS ONLY: ROOF TOPS: PLACE SIGNS ON THE IN5I11E OF ROOF: PLACE ON ACCESS DOOR UNLESS DOOR IS USED BY GENERAL PUBLIC OR BUILDING TENANTS REGULARLY FOR ACCESS- IN THESE CASES CONSULT CONSTRUCTION MANAGER OR OC SUPERVISOR. WATER TANKS: PLACE SIGNS ON COMPOUND GATE. r`/ erizon " VERIZON-OWNED SITES: PLACE ONE SIGN ON SITE GATE. NOS. HIGH LEVEL(RED)CAUTION SIGNS- PLACE AT ALL ANTENNA pROJECTINFO: SECTORS WHERE ACCESS BY THE GENERAL PUBLIC TO THE ANTENNAS LS POSSIBLE: VERIZON SITE NUMBER: ALL SIGNS WILL BE SECURED WITH EITHER STAINLESS STEEL ZIP 17090866 TE5 OR STAINLESS TECH SCREWS. SITE NAME: Z CC PARTICIPATION IN SIGN LOCATION PIONEER PARKWAY 2037 CM WILL MEET WITH ALL CC'S TO OUTLINE CRITERIA FOR SIGN INGFILD, OR 6. T R E S P A S S I N G CC'S AS MUCH GUIDANCE ON SPECIF CPHASIS WILL BE RSITUAnONSAS WE CAN SPRINOFIELD OR 87477 MERE SIGN PLACEMENT IS PARTICULARLYCHALLENGING-WE WILL GIVE LANE COUNTY FORESEE. BUT CC'S WALL BE ENCOURAGED TO PARTNER CM OR PLANS PREPARED BY: OC IN DECIDING PLACEMENT OF DIFFICULT SITES. A JOINT SITE VISIT MAY BE REQUIRED TO FULFILL REQUIREMENTS. ��TIBBO NO TRESPASSING SIGN TENGINEENNG NOT TO SCALE CC WALL CALL OUT SIGN LOCATION(S) AT THE A&E WALK FOR EACH 12725 BE MILLII(AN WAY, 9TE 300 SITE AS THOSE OCCUR. BEAVERTON, OR 97OD5 5035152921 Transmitting AMenba(s) Radio ftq—W Held. beyondthh 'T point MAY EXCEED the FCC General �ienEsnntMigsr P°PYIeUon eapmere llmR. 1r0 R2.riaRl obey all posted signs and site FONn guidelines CdI Vachon at 1-800-264-6620 PRIOR to working beyond this point. Sit. ID / PSLC: RF CAUTION SIGN NOT TO SCALE ON SITES WITH EXISTING A&E BUT NOT YET CONSTRUCTED, CC WALL BE ASKED TO PROVIDE NATHIN A REASONABLE TIME FRAME STAMP: TED) A DETAIL FOR SIGN PLACEMENT THAT WILL BE BLIP -SHEETED INTO EXISTING SETS3. SIGN WAREHOUSE SIGNS WILLBEF �■ B B�p USE STACK TKEN WAREHEMENTOUSE STACK AT KENT WAREHOUSE TO BE DISBURSED A8 PART OF THE GC BUM AS CALLED OUT IN A&E DRAWINGS FOR EACH SITE � 4GTRg� 7 5" WIDTH d i S 4. SIGN DESIGN STANDARDSi- Transmitting Antenna(sl INSTALLPERMANUFACTURERSPECIFICATIONS, FCC AND VERIZON WIRELESS GUIDELINES. OF2EGON O Or Radio fre9uen y gelds beyond this FOR VERIZON LOGO SEE VERIZON DESIGN SPECIFICATIONS H0 BY VERIZON). �CI po1MEXCEEDSthe FCCGeneral (PROVIDED - pxuuEbT Populnbnetpo mllmft. u:TTeR7 ALL TEXT FONT IS ARIAL UNO. (A-M Rill 0623028 Obey all posted signs and site guidelines. CONTRACTOR TO PROCURE FCC NO. FROM COMPLIANCE PROJECT*' Call Verimn at 1400264-6620 COORDINATOR PH: (425) 696-7000. 23-0042 PRIDRtoworMng beyond this point TEXT FOR SIGNAGE SHALL INDICATE CORRECT SITE NAME AND ISSUED FOR: Site 10/PSLC: NUMBER AS PER VERIZON CONSTRUCTION MANAGER RECOMMENDATIONS. REVIEW CABINET/ SHELTER MOUNTING APPLICATION REQUIRES ANOTHER SUBMITTALS RF WARNING SIGN PLATE AP PLIED TO THE FACE OF THE CABINETWITH WATER PROOF POLYURETHANE ADHESIVE. DATE DESCRIPTION BY NOT TO SCALE �• w 7.5"WIDTH 7.5'WIDTH STAINLESS 05 HESTEEL X HEAD DRILLER (TYP OF 4) •NOTICE • SMOKING WnwallWbnequeroy ��eMF Unrl I ALL ePplitabN a Mennen hm been This is an ACCESS POINT to an F 4eaglw[ed,pkazeohwrvetNafd""' F a rea with transmitting antennas .Amma-cone `aupnTdpe "pIand pe"enmc AREA 1n41♦awh. m. = G1-BW.�M2a0.nb.a�egm. in front aam antenna.fo .INTHIS REQUIRED BLUE • 0onatwalElnkam af+rc2annime. •onnrewa&beyoMeMsiPR barMrs,wnsual STATE:SWITCH: BACKGROUND IGHE BLACK LETTERING meNmtoa+rtlrer nw— •t Ntta^xnna awrcr prape"yownwRWero SITE ID' WITH 1/2"MIN STROKE +m'euGgm�4 - WHITE ALUMINUM SIGN PER veftow JURISDICTIONAL & VERIZON WIRELESS REQUIREMENTS SAFETY GUIDELINE SIGN RF INFORMATION SIGN NO SMOKING SIGN NOT TO SCALE NOT TO SCALE NOT TO SCALE REQUIRED RED BACKGROUND S" HIGH BLACK LETTERING WITH IrT MIN. STROKE 1 REQUIRED YELLOW BACKGROUND ---REGUIREDWIHITE BACKGROUND NFPA 704 PLACARD NOT TO SCALE SIGNAGE INFORMATION A 12J11r23 PREUMCDS 5 2A224 G-- 0 429124 FINAL CDS 1 S'124 FIBER UCR 2 101=4 GENERATOR DRAWN BY: CHECKED BY: CURRENT ISSUE DATE: 70/22/24 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE WITHOUT OWNER PERMISSION IS STRICTLY PROHIBITED. SHEETTTTLE: SIGNAGE DETAILS SPECIAL RF SIGNAGE GUIDELINES CUSTOM SIGNAGE FOR SPECIAL SITUATIONS WHEN THE PRIMARY MEANS OF ADMINISTRATIVE CONTROLS (I.E. BARRIERS) CANNOT BE FEASIBLY INSTALLED, THERE ARE A LIMITED NUMBER OF OPTIONS AVAILABLE FOR EMPLOYEES TO UTILIZE OUTSIDE OF USING ENGINEERING CONTROLS (I.E. DESIGN, POWER DOWN) TO CONTROL EXPOSURE TO RF EMISSIONS. PLEASE CONTACT THE RF COMPLIANCE GROUP (V2WRFCempllenxQvMzamMralesscum) IF YOU FEEL ONE OF THESE BIG IS IS NEEDED. IF THE GENERAL PUBLIC HAS TO STAND BACK LESS THAN 15 FEET, THEN THE FOLLOWING'STAY BACK' DESIGN MAY BE USED WITH THE STANDARD SIZE SIGNS (NOTE: THIS EXAMPLE IS FOR A CAUTION SIGN, PLEASE USE CORRECT RF HAZARD SIGNAGE TYPE: NOTICE, WARNING, OR CAUTION). THE APPROPRIATE NUMBER OF FEET TO STAND BACK IS REQUIRED ON THE SIGN WHEN CREATED. IF A PERSON HAS TO STAND BACK MORE THAN 15 FEET; DUE TO THE FONT SIZE REQUIRED, THE STANDARD SIZE SIGN CANNOT BE USED. IF THE LARGER SIZE CANNOT BE PLACED, ENGINEERING CONTROLS SHOULD BE USED TO REDUCE THE STAND BACK DISTANCE SO A COMPLIANT SIGN (PROPERLY SIZED) CAN BE PLACED. - ACAUTION M*M.A le{Mle n *) STAY BACK FEET RWDMpudl &ftheedtlI q&&M11Y A(v) ��.mtD1.kk C1,-om etilftp*6670W1gRm walll{helDldtlYTOehe. mur-_sxaoh STAY BACK SIGN DETAIL CALE gsmartlink STAY BACK SIGNAGE FONT SIZE THE FONT SIZE FOR THE MESSAGE, 'STAY BACK FEET MUST REFLECT THE DESIRED MINIMUM SAFE VIEWING DISTANCE FOR FAVORABLE READING CONDITIONS. STANDARD: MINIMUM FONT SIZES S SAFE VIEWING DISTANCES (SOURCE: ANSI Z535.2-2011) EXAMPLES OF WORD MESSAGE LETTER HEIGHTS AND MINIMUM SAFE VIEWING DISTANCES MINIMUM SAFE VIEWING DISTANCE MINIMUM LETTER HEIGHTS FOR FAVORABLE READING CONDITIONS (ft) (m) (point size) (in) (cm) 54 51.2 16, 0.161 0.42 6 1.80 24 0.24 0.6 8 2.40 32 0.32 0.8 10 3.00 40 0.40 1.0 15 4.60 60 0.60 1.5 20 6.10 80 0.80 2.0 30 9.10 120 1.20 3.0 40 12.20 160 1.60 4.1 60 18.30 240 2.40 6.1 80 24.40 320 3.20 8.1 100 30.50 400 4.00 10.2 125 38.10 500 5.00 12.7 150 45.70 600 16.00 15.2 200 61.00 800 1 8.00 1 20.3 1THE MINIMUM SAFE VIEWING DISTANCE REFERS TO THE CLOSEST DISTANCE APERSON CAN BE TO THE SIGN AND STILL HAVE TIME TO FOLLOW THE SAFETY SIGN'S MESSAGE TO AVOID THE HAZARD. '16 POINT (.161N, 0.4 CM) TYPE IS THE SUGGESTED MINIMUM TYPE SIZE FOR USE ON ENVIRONMENTAL AND FACILITY SAFETY SIGNS. BS POINT (.08 IN, 2.0 MM) TYPE IS THE SUGGESTED MINIMUM TYPE SIZE FOR USE ON PRODUCT SAFETY SIGNS, EXCEPT FOR SMALL PRODUCTS WHERE 6 POINT (.061N, 1.5 MM) TYPE SIZE MAY BE USED. verizon VERIZON SITE NUMBER: 17090866 SITE NAME: PIONEER PARKWAY 2037 LAURA ST. SPRINGFIELD. OR 97477 LANECOUNTY PLANS PREPARED BY: l� TIED T ENGINEERING 12725 BE MILUKAN WAY, STE 300 BEAVERTON, OR 97005 5Q434S2921 ix PROJECT*: 23-0042 ISSUED FOR: REVIEW SUBMITTALS EV DATE DESCRIPTION BY A 12M123 PREUMCDS B 211224 CUNT REVKION U 02=4 FINAL COS 1 SN24 FIBER UCR 2 IMM4 GENERATOR DRAWN BY: CHECKED SH. CURRENT ISSUE DATE: 10/22/24 THE INFORMATION CONTAINED IN THIS SET OFOONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE WITHOUTOWNER PERMISSION IS STRICTLY PROHIBITED. DET SIGNAGE INFORMATION I 1 I I A-9 N_Ts. RFD5'VFR SION B— A1M-111023 170542 SECTOR POSITION (OTY) MANUFACTURER RAO CENTER AZIMUTH ELECTRONIC MECHANICAL RRHIODU FEEDERS) JUNCTION BOX JUMPERS B MODEL (AGL) DOWNTILT DOWNTILT MODEL I 2 (2)COMMSCOPE 110' 110• 2• —_ 0° ERICSSON 4490/ ALPHA (A) NHH-65C-R28 ERICSSON 4890 3 4 (1) ERICSSON AIR8419 1120 110' 3• 0° ERICSSON AIR04198770 (1) ERICSSON NRE 10528111 1 GB.T 110° 9• 0• ERICSSON 4400 848 DC I 2 (2) COMMSCOPE 11D 220' Y �- 0• ERICSSON 44901 (1)RAYCAP BETA (B) NHH�C-R26 ERICSSON 4890 2) HOXL IX 12 OVP (TOWER] I (12) FIBER I - 3 - _ _ _ _ HYBRID CABLE 12 (1)RA CAPVP (36)COAX 4 112.E 220• 3' 0° ERICSSON AIR6419 B77D (1) ERICSSON AIR6410 (1) ERICSSON KRE 105281/1 108.T 22r 91 0• ERICSSON 4408 Sa DC 1 2 110 350• 2- G. ERICSSON 4490 / (2) COMMSCOPE GAMMA (C) NHH85C-R2B — ERICSSON 4890 3 4 350• 3° D. ERICSSON AIR64198770 (1) ERICSSON AIRS410 112.8' (1) ERICSSON KRE 105287N 108,T 3501 9' 0• ERICSSON 4408 B48 DC _EXISTING MONOPOLE TONER IK 2 EXISTING ANTENNA PLAN PROPOSEDCOMMSCOPE NHH35CHi2BANTENNA, TYP (2) PER SECTOR, (6) TOTAL. SEE DETAIL BHEETRF3 PROPOSED ERICSSON RRU, (2) PER SECTOR ((I) 4490, T 4890)), M TOTAL SEE DETAIL SHEET RF3 PROPOSEOV-SECTOR FRAMEANDSTANDOFF ARM (TYP OF 3). SEE OETAILSHEETA-S BETA (B) 11 GAMMA (C) It 2R 3 3 2R O p� 21 1 PROPOSED RAYCAP OVP 12 MOUNTEDTOTCWER. SEE DETAIL SHEET RF3 NOTE: 1. STRUCTURAL AND MOUNT ANALYSIS PER TIA-222-H TO BE COMPLETED AND PASSING PRIOR TO CONSTRUCTION PROPOSED ERICSSON AIRS419 INTEGRATED ANTENNA, TYP (1) PER SECTOR, (3) TOTAL. SEE DETAIL SHEET RF3 PROPOSED ERICSSON KRE 105281R ANTENNA, TYP (1) PER SECTOR, (3) TOTAL (NOT SHOWN FOR CLARITY). SEE DETAIL SHEET RF3 J PROPOSED ERICSSON 4408 B48 DC 4 J SEE DEAILSEETRF.3SECTOR. (3)TOTAL J SEEOETAIL SHEET RF3 I 2L q2f�=c 1p �1 H 1fp. 2R f7b 71p. 3 ALPHA (A) 4 4Mu%�No ��12g. 0 PROPOSED ANTEN gsmartlink verizon✓ VERIZON SITE NUMBER: 17090866 SITE NAME: PIONEER PARKWAY =7 LAURA ST. SPRINGFIELD. OR 97477 LANE COUNTY PLANS PREPARED BY. _,&L 71BBOT ENGINEERING u.a 12725 BE MILLIKAN WAY, STE 300 BEAVERTON. OR 97006 5IX331S2921 STAMP: PROJECT Y: 23-0042 I8611E0 FOR: REVIEW 10/22/24 J THE INFORMATION CONTAINED IN THIS SET OFCONSTRUCNON DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE WIRIOUTOWNER PERMISSION IS STRICTLY PROHIBITED. SHEETTITLE: ANTENNA PLAN Alpha (Proposed) Di�D F �T. r� T. �1y�. Ili �1�� 1 RET(1C _elpni(LaDd(IId FDIC ,�.. ':7001e5r.i rf � � i Av✓R(An E 2"till, f! 39GHV1 LA1 1 C8R6.AU. -•LAA(._.. l Fib• AIBO, Proprietary an i . rii. c. aI Mot ipr disc(O96Ua r3M3aI& -a VenZGn NTS Beta IPOOPosed) Gamma (Proposed) I gsmartlink verizon ' VERNON SITE NUMBER: 17090866 SITE NAME: PIONEER PARKWAY 2037 LAURA ST. SPRINGFIELD, OR 57477 LANE COUNrY PLANS PREPARED BY: TIBBOT ENGINEERING LLC. 12725 BE MILLINAN WAY, STE 300 BEAVERTON, OR 8700E 503-345-Ml -- COMM N RENENS OB ]0 B PROJECTS: 23-0042 ISSUED FOR: REVIEW SUBMITTALS REV DATE I DESCRIPTION JB A 12/1103 PRELIM CO6 B 2/1=4 d.B1T REVI 0 42BR4 FINALCOS 1 afla4 FISERUCR 2 id2N24 GENERATOR DRAWN BV; CHECKED BY: - URRENT ISSUE DATE: 10/22124 THE INFORMATION CONTAINED IN THIS SET OFCONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE WITHOUT WN OER PERMISSION IS STRICTLY PROHIBITED. SHEETTITLE: PLUMBING DIAGRAM Page 18 of 18 1SHEET NUMBER: REV. PLUMBING DIAGRAM 2 1 RF-2 2 NOTES: MFR:RAYCAP MODEL NO.: RCMDCE627-PFiS WEIGHT (EXCLUDING MOUNT).32.0 LBS CONFIRM ALL MEASUREMENTS WITH MFR. NOTES: MFR: COMMSCOPE MODEL NO.: NHHBaGR2B WEIGHT (EXCLUDING MOUIM.61.6 LBS CONFIRM ALL MEASUREMENTS WITH MFR. NOTEB: MFR: ERICSSON MODEL NO.: AIR6418 WEIGHT (EXCLUDING MOUNT), 86.1 LBS CONFIRM ALL MEASUREMENTS W+M MFR. g sma rtl i nk 1-45' �77 ISV verizon' a b o-� PROJECT INFO: VER90N SITE NUMBER: 17090866 0 0 n w �( SITE NAME: PIONEER PARKWAY 20ST LAURAST. SPRINGFIELD, OR 07477 LANE COUNTY BOTTOM VIEW BOTTOM VIEW In 0 PLANS PREPARED BY: D a D 10 L-OT ENGINEERING o O I Q SIDE VIEW FRONTVIEW 127255E MILUKAN WAY, STE 300 BEAVERTON, OR 97005 503,145 821 STAMP: FRONT VIEW FRONTVIEW .4:w tAF 4`. �77001PE� NTS RAYCAP OVP DETAIL 1 NTs COMMSCOPE NHH-65C-R2B ANTENNA DETAIL 2 NTS ERICSSON AIR6419 INTEGRATED ANTENNA DETAIL- NOTES: MFR: ERICSSON MODEL NO.; 4490 WEIGHT (EXCLUDING MOURT):- ALBS MFR: I NOTES: MFR: ERK:SSON MODEL NO.: RAD104403 WEIGHT (EXCLUDING MOUNT):-11.0 LBS CONFIRM ALL MEASUREMENTS WITH MFR. INOTE&q MFR: ERICSSON MODEL NO.: ME 1052B1/i WEIGHT (EXCLUDING MOUNT):-1,76 LES CONFIRM ALL MEASUREMENTS 6MTH MFR. OREGON RENEWS OB 3026 PRDJECTA: O MODELL NO.:4890 WEIGHT(EXCLUDING MOUNT): -69.5 LBS 23-0042 CONFIRM ALL MEASUREMENTS WITH MFR. ME. ISSUED FOR; LBY REVIEW SUBMITTALS EV A DATE 12H 123 DESCRPREU CM PRELIM COB 7 1�/•il THEW aFIBERUrS 0 I I ® 1 10,7d 81724 FIBER UCR _ _L 10=4 GENERATOR TOP VIEW I. 1.0�_I TOP VIEW DRAWN BY: b CHECKED BY: CURRENT ISSUE DATE: 10/22/24 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENiH IS PROPRIETARY BY NATURE ANY USE OR SIDEVIEW FRONT VIEW SIDE VIEW FRONT VIEW SIDEVIEW FRONTVIEW P pMOSUR WITHOUTOVINER PROHIBITED. SHEETTITLE; RF DETAILS SHEET NUMBER: REV. NTB ERICSSON 4490 / 4890 RRU DETAIL 4 I+TB ERICSSON 4480 RRU DETAIL 5 NTB ERICSSON 6514 ANTENNA DETAIL 6 E 2 1 — 1 :1 _EXISTING LUMEN MMP FIBER BOX i - _ - \ 1t. PROPOSEDVERIZOGEWITH ICE BRIDGE WITH 1I F f HYBRID TO CABLE ISI 1 1 I 4 OVP� 1y� IDl PROPOSED FIBER CONDUIT__�`y FROM MMP FIBER VAULT TO i - - ---- FIBER ENCLOSURE. SEE>{ SHEET A-1 AND UCR PROPOSEDVERIZON UTILITY ` L- �yl 1t 1------ RACK WITH INTEGRATED LOAOCENTER, FIBER ENCLOSURE, AND LED SERVICE LIGHTS. SEE DETAIL 1 - - _ } .1 SHEET E-3 y -a= 1 I �•' " \ PROPOSEDVERQON ~' �•—• —•— '— •—•—•—`—• ,J �. , L/ 1 �Y x+ .�-.- +�. -ti-x x DIESEL GENERATOR AND " x-^'�'�-x-�- CONCRETE PAD. BEPROPOSED DETAILS SHEET AS CONDUITFROMETER x EXISTING SERVICE RACK 1 TOINTEGRATEDLOAD WTIHMULTI-4ETERBANK \ CENTER.SEE DETAILS METER TO BE INSTALLED BY �_ 1 SHEETS A46, E•2,AND UCR UTILITY COMPANY. 1 1 �a1 27X34-SCALE: 1•=9 TT�— Hxlr SCALE: 1^=ID 01 6 1S UTILITY SITE PLAN 2 ELECTRICAL NOTES 1. ALL EIECTRICALWVRKSHALL BE COMPLETED IN ACCORDANCE WITH THE 1 11 LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. Sma r t11 nk 2. COMPLY WITH THE LATEST EDITION OF THE UNIFORM BUILDING CODE, THE REQUIREMENTS OF ALL APPLICABLE MUNICIPAL AND STATE CODES AND REGULATIONS, AND UTILITY GUIDELINES. 3. PERFORM ALL VERIFICATION, OBSERVATIONS, TESTING AND EXAMINATION OF WORK PRIOR TO THE ORDERING OF ELECTRICAL EQUIPMENT AND THE ACTUAL CONSTRUCTIOft. ISSUE ER LISTING WRITTEN ALLNOTMA OF ALL FUNCTI INS. GS FAULT THE verizon✓ CONSTRUCTION MANAGER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES, 4. UNCERGROUND CONDUIT SHALL BE RIGID POLYVINYL CHLORIDE CONDUIT. TYPE SCHEDULE 40 (OVERHEAD CONDUIT SHALL BE GALVANIZED RIGID OONDUITGRC) CONFORMING TO UL ARTICLE 651: WESTERN PLASTICS OR CARBON MANUFACTURER.COUPUNGS SHALL BE SUP -ON SOLVENT SEALED T PIPE: PROJECT INFO: SOLVENT, WESTERN TYPE COMPATIBLE VATH PVC DUCT, ALL BENDS SHALL BE VERVON SITE NUMBER: 30" MINIMUM RADIUS. S. ALLW7RINGSHALL BESTRANDED COPPER WTTHMINIMUM 600VINSULATION 17090866 (UNLESS OTHERWISE NOTED). SITE NAME: S. NEUTRALSHALLBECOLOR CODED, INSULATION SHALLBECRO6S-LINKED PIONEER PARKWAY POLYETHYLENE. 2037 LAURA ST. SPRINGFIELD, OR 07477 7. CONTRACTOR TO CONTACT ALL UTILITIES FOR LOCATION OF UNDERGROUND LANE COUNTY SERVICES. SERVICE LOCATIONS TO BE CONFIRMED PRIOR TO CONSTRUCTION. PUNS PREPARED BY: S. THECONTRACTORVWRISRE PROJECT. FOR ALL PERMITTING, FILING, AND FEES IN CONJUNCTION WITH THE PROJECT. B. THE CONTRACTOR SHALL SCHEDULE ALL NECESSARY INSPECTIONS WITH THE PROPER AUTHORITIES AND INFORM VELOCITEL 24HOURB IN ADVANCE. ALL TIOKETS AND INSPECTION VERIFICATIONS VVILL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE WITHIN 24HOURS AFTER THE INSPECTION HAS TAKEN PLACE, 10. ALL EQUIPMENT, VMRING, AND MATERIALS MUST HAVE A UL LABEL 11. ALLWORKSHALLBEDONE BYQUAUFIED AND EXPERIENCED JOURNEYMEN AND PERFORMED IN A WORKMANLIKE MANNER AND SHALL PROCEED IN AN ORDERLY MANNER SO AS NOT TO HOLD UP THE PROGRESS OF THE PROJECT. 12. THOROUGHLY TEST ALL LINES FEEDERS. EQUIPMENT, AND DEVICES WITH MAXIMUM LOADS TO ASSURE PROPER OPERATION. 13. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION VOTHOUTSPLICES. 14. PROVIDE PULL BOXES WHERE SHOWN AND/OR WHERE REQUIRED BY CODES AND/OR UTILITY COMPANIES. 15, ALL CONDUIT ROUGH -IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS, CONTRACTOR SHALL VERIFY ALL LOCATIONS. 1B. ALL WIRES SHALL BE TAGGED ATALL PULL BOXES, J•BOXES, EQUIPMENT BOXES, AND CABINETS WITH APPROVED PLASTICTAGS. 17. ALLBREAKERSIN PANEL BOXES SHALL BE IDENTIFIED WITH TYPE WRITTEN LABELS NEATLY PLACED ALONG SIDE OF THE BREAKER. 18. ALL FIRE -RATED WALL AND FLOOR PENETRATIONS ARE TO BE CAULKED AND SEALED WITH A FIRE RESISTANT CAULKING TO MAINTAIN THE INTEGRITY OF THE FIRE SEPARATION. 12 , UTILIZE SONNEBORN TYPE NPA CAULKING FOR SEALING ALL EXTERIOR WALL PENETRATIONS. ELECTRICAL NOTES _4IIIII, TIBBOT ENGINES LLG 12M BE MILUKAN WAY, STI BEAVERTON, OR 97005 503O4S2021 ISHIETTITUE, UTILITY PLAN E-1 COMMON VZW DC PLANT RECTIFIER REQUIREMENTS RECTIFIER INPUT FLA CURRENT AT 240 VAC (EACH RECTIFIER) 2RECT)BRANCHCIRCUIT ALTERNATE APPROACH IRECT/BRANCH CIRCUIT ALTERNATE APPROACH VERTN 350G/J(R48-2000e3 OR SIM) 15.SAMPS 40AGP(OR 45A2P) 48 THHN 30A2P 41 D THHN GE 75A(NE075AC48xxxx OR SIM) 22 Amps (MAX.) WAQP#6THHN 30N P#10THHN OTHER-COOROW/VENDOR REFER TO CUT SHEETS REFER TOCUT SHEETS REFERTOCUTSHEETS NOTE: PANEL SCHEDULE AND SINGLE LINE DIAGRAM REPRESENT A SITE WITH A NEW GE POWER PLANT, 30 KW DIESEL GENERATOR, AND TWO SOURCE ILC (THREE SOURCE ILC OPTIONAL AS NEEDED). ADJUST AS NECESSARY PER LOCAL SITE CONDITIONS. TO UTILITY TRANSFORMER UTILITY METER 120B10VAC 34=AM 06 AWG EG 2" CONDUIT N41 20M ILC CAM LOOK I (OPTIONAL -NOT C 1 TYPICAL) \ ` 200A -A. 1 (OPTIONAL- NOT TYPICAL) VERIZON WIRELESS ILC CABINET WITH 2P200A INTEGRATED UTILITY BREAKER AND OPIIONAL2PY200A CAM LOCK CENTER BREAKER MECHANICALLY INTERLOCKED WITH WALKING BEAM TRANSFER SWITCH AND 30 POSITION LOAD 4-0112AWG,1#12 AWG EG, CENTER 1" CONDUIT (FOR GEN HEATER 6 BATT. CHARGER) 1" CONDUIT FOR GEN 8 ILC ALARMS PRIMARY 6410 AWG, 1410 AWG EG, IN (1) 1-112"CONDUIT CABINET QNSTALL (1)1-1f1 CONDUIT WITH PULL STRING FOR FUTURE RECTIFIER CIRCUITS) ROUTE CONDUIT ABOVE GROUND SECURED TO 4AMMW 4 AM DEC GEN MAIN DISCONNECT! 3i1/OAWG FUSEDSWITCH 6 AWG EG 1-12"CONDUIT 150A 1" CONDUIT FOR GEN CONTROLS 8 ALARMS "I AM 412 AWG EO 1"CONDUIT LOADCALCULATION LOAD AMPS PROPOSED LOAD: 123.0 TOTAL DEMAND: 126.0 VOLTAGE: 120Q40V SINGLE PHASE 3W 2DDA VERIZON WIRELESS 30KW DIESEL GENERATCR 30KW 1201240 V, DIESEL GENERATOR WITH 150A MAIN BREAKER. GENERATOR IS IN NEMA 3R ENCLOSURE. SUPPLIED WITH 15DDVV 120V BLOCK HEATER NOTE; THE GENERATOR USED IN CONJUNCTION WITH A 2-POLE ILC WITH A SOLID NEUTRAL LS NOT A SEPARATELY DERIVED SYSTEM. AS SUCH, DO NOT BONOTHE NEUTRAL TO GROUND AT THE GENERATOR EQUIPMENT FRAME 12416AWG(6PAIRS) #BAWGEG 1.1r.LMFC ELECTRICAL SINGLE LINE DIAGRAM NOTES: 11. FLL EQUIPMENT SHALL BE NEMA 3R RATED. 2. ALLEOUIPMEM SHALL BE LIGHTNING PROTECTED IN ACCORDANCE WITH TIA222-G AND VERIZON WIRELESS STANDARDS. 3, CONDUCTOR SIZES AND DISTANCES HAVE BEEN SIZED FOR 3% MAX VOLTAGE DROP (TOTAL SYSTEM VOLTAGE DROP ON BOTH FEEDERS AND BRANCH CIRCUITS TO THE FARTHEST DEMAND SHALL NOT EXCEED 5%). 4. WIRES@NO AND MAXIMUM DISTANCE FROM GENERATOR TO ILC ASSUMES POWER FACTOR OF O.S. S. BELOW NO CONDUIT SHALL BE SCHEDULE SO PVC, ABOVE GRADE CONDUIT SHALL BE GALVANIZED RIGID CONDUIT. BE GRADE PVC CONDUIT SHALL TRANSITION TO GRC PRIOR TO RISING ABOVE GRADE. ALL BENDS SHALL HAVE A MINIMUM 24" RADIUS. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. VERIFY CONDUIT TYPE WITH LOCAL CONSTRUCTION MANAGER AND ADJUST IF NECESSARY. ALL CONDUITSHALL MEET NEC, STATE, AND LOCAL CODE REQUIREMENTS AS REQUIRED. PANEL "ME: VLW ILC NUMEL BER: INTERSECT AA300GiPH+ RATED VOLTAGE- 2qp 120 VOLTS PHASEM)IRE: 1 3 BRIEAKER, 200 1 AMPS ;Tl G: 2C0 �TGH; YES MOUNT: SURFACE NEUTRAL BAR: YES HENGED DOOR: YES ENCLOSURE TYPE NEMA3R AIC: 65K USAGE BUSAMPS BUS AMPS USAGE P� FACTOR L1 12 LOAD POLES AMPS Lt L2 AMPS POLES LOAD L1 L2 FACTOR POS 1 1 18 RECTIFIER 2` 2 FUTURE RECTIFIER 18 1 2 3 1 18 13 1 4 5 1 18 RECTIFIER 2 30A 30A 2 FUTURE RECTIFIER 18 1 6 7 1 18 18 1 e 9 1 18 RECTIFIER 2 30A 1 10 11 1 18 t 12 13 1 18 RECTIFIER 2 30A 14 15 18 1B 17 1.25 12 RECE G AJGHTPT 1 2M 1B 18 1.25 12 BLOCKHEATER 1 20A 20 21 1.25 5 BATT. CHARGER 1 20A 22 23 24 25 28 27 28 29 30 0.25 87 ;SUBTOTALAMPS SUB TOTAL AMPB 36 SE ACTOREDTOTAL AMPS' NOTES: T ALL CONDUCTORS ARE TYPE THWN(75"C)COPPER. 2. MAXIMUM LENGTH OF RUN FOR RECTIFIER CRCUITS IS SOFT. 3, INTERSECT! GENERAC INTEGRATED LOAD CENTER INCLUDES 200 AMP MAIN DISCONNECT AND TRANSFER SWITCH FOR PORTABLE OR PERMANENT GENERATOR. 4,RECTIFIER LOADS ARE CANSIDEREDTO BE NON-CONTINUOUS. 5. IFADDITIONAL FUTURE LOADS ARE ADDED WHICH CAUSE TOTAL DEMAND TO EXCEED GENERATOR BREAKER SIZE, BACKUP POWER SYSTEM SHALL BE EVALUATED AND UPGRADED AS NECESSARY. PANELSCHEOULE (1) T RGC STRAIGHT RUN AT GRADE (CLAMP TO EQUIPMENT (1)2"CONDUIT V2W EQUIPMENT FRAME FRAME POSTS), TRANSITION T02" (FOR DARK FIBER OR TERMINATION POINT LMPO AT EACH FOR EQUIPMENT EBH AS NEEDED) (18"X1S'FISERJUNCTION CABINETCONNECTIONS BOX FOR DARK FIBER OR TELOOCABINETAS 0) T CONDUIT FOR PRIMARY DARK FIBER • CABINET pND(i)T'CONDUR VZWFIBERKANDHOLE HANDNOLE/ FOR EBH IF NEEDED •• (OR JUNCTION BDX MEET-E POINT ON COMMON USE LMFC FOR AT ROW UTILITY FRAME) IN FIBER AND ALARM COMPOUND (8HIELOEDCE5)ASNE IF REQUIRED, VERIFY (1)TCON DUR REQUIREMENTS WITH (FOR EBH IF NEEDED) EBH PROVIDER) FIBER SINGLE LINE DIAGRAM NOTES: ADD (1) ADDITIONAL T CONDUIT FOR DARK FIBER (2 TOTAL) IF REQUIRED BY LOCAL MARKET FACILITIES, VERIFY PRIOR TO CONSTRUCTION. (ADD 2 PULL STRINGS TO EACH CONDUIT) VERIFY EBH REQUIREMENTS WITH TELCO PROVIDER PRIOR TO CONSTRUCTION. (ADD 2 PULL STRINGS TO EACH CONDUIT) gsmartlink verizoW VERRON SITE NUMBER: 17090866 SITE NAME: PIONEER PARKWAY 2037LAURAST. SPRINGFIELD, OR 97477 LANE COUNTY PLANS PREPARED BY: TIBBOT ENGINEERING LLC, 12M SE MILLJKAN WAY, STE 300 BEAVERTON, OR 97005 6113-M5.2921 xx ELECTRICAL DETAILS - DIESEL GENERATOR 12 11 E-2 1. REFER TO SITE PLANS FOR SERVICE RACK LOCATION. NOTES: 1. -ONE CALL" SERVICE SHALL BE CALLED PRIOR TO 2. BOND ALL ELECTRIC EQUIPMENT TO RACK. EXCAVATION. 3. EQUIPMENT AND CONDUITS TO BE INSTALLED PER 2. DETAIL SHOWN IS FOR ONE CONDUIT. MULTIFILE CONDUITS CAN BE PLACED IN THE SAME TRENCH smartlink STATE, LOCAL, AND NEC CODES. A5 LONG AS A MINIMUM SEPARATION PER THE 9,I.ORTON-FR TO VERIFY ATERIAQUIPMEUREMENFICATION9 PRIOR TO H-FRAME MATERIALS PROCUREMENT; ALL HH°RAME MOUNTED EQUIPMENT TO BE MOUNTED PER MANUFACTURER SPECIFICATIONS. F 3-1?GALVANIZED STEEL POST WITH END CpP, TYP. CONFIRM HEIGHT WITH PROJECT CM LOCAL UTILITY COMPANIES IS MAINTAINED, IN ALL CASES THE MINIMUM CENTER TO CENTER SPACING BE CONDUITS 5 7•4" MOT REQUIRED FOR COAX), HR ITS 3. CONTRAL ORSHIONSBY RESTORE HER SEEDING , ERHERSEEDINGOR ORIGINAL GRASS AREAS, OR REPLACING ASPHALT SODDINGGRETE . - SURFACE MATERIAL TO MATCH EXISTING (SEE NOTE 3) ' verizon CONCRETE AREAS TO ITS ORIGINAL CROSS A 1?GAS AND SECTION. SE LEDWORKUGHT CIYP OF 3) FIBER ENCLOSURE ❑ f WASHERS, WASHERS, FLUSH CUT WITH ANGLES AFTER INSTALL, TYP, GA [ZED UNISTRUT SLOTTED CHANNEL,TYP POWERTRANSFER%\ 4. CONTRACTOR TO SHORE VERTICAL PROTECT ANYTIME CONDITIONS WARRANTTO PROTECT PERSONNEL AND MATERIALS OR AS REQUIRED BY OSHA AND LOCAL REQUIREMENTS. OPTIONAL DATA-- o� ORTELCO r/ r //'� SLOPE TO SUIT SOIL CONWITHDITIO OCALREGULATIONSE COMPACT BACKFILL TO 90%MAX DRY DENSITY, 95%MAX DRY DENSITY FOR VEHICLE AREAS PROJELTINF O. VERMON SITE NUMBER: 151090TE M66 PIONEER PARKWAY 2037 LAURA ST. SPRINGFIELD, OR 97477 DIRECT BURIAL CONCRETE FOOTING, INTEGRATED LOAD CENTER f �L,,. �\ UTILITY WARNING TAPE S '` SAND BEDDING LANE COUNTY - PLANS PREPARED BY: TYP, SEE I DETAIL S SBRIDGE HEET AS. �` TIBBOT ENGINEERING — III - III — BMIN I ((SCHEOU EL PO�R)COA%CONDUIT LLG 127255E WAY, 301 ERTON, B7005 D5 BEAVER-345 92 503315-2821 • �: Y'I' li' i�i'�._,K. STAMP. A UTILITY H-FRAME RACK DETAIL 1 NTS UTILITY TRENCH DETAIL 2+ LP NOTES: OREGON 1. REFER TO SITE PLANS FOR SERVICE RACK LOCATION. aq 2. BOND ALL ELECTRIC EQUIPMENT TO RACK RENEWS OB 30 28 3. EQUIPMENT AND CONDUITS TO BE INSTALLED PER STATE, LOCAL, AND NEC CODES. PROJECTW: 23-0042 4.CONTRACTOR TO VERIFY EQUIPMENT SPECIFICATIONS ISSUED FOR: PRIOR TO H-FRAME MATERIALS PROCUREMENT; ALL MOUNTED EQUIPMENT TO BE MOUNTED PER REVIEW rH�FRAME MANUFACTURER SPECIFICATIONS. BMITTALS NEV DESCRIPTION Cq PREUM C09GPS ANTENNA (SUPPLIED BYVZVQ � I-IW STD PIPE, A9 REQ'D B 0 ]'DLATLE GENT REVISIONS - 1 FIBER UCR2 �HEIGHT ENERATOALCOS GENERATOR DRA- BV: CHECKED BY: - GPS ANTENNA MOUNT SITEPROi'UPCI' PIPE -TO -PIPE CLAMP SET RE ISSUEDATE: 10/22/24 OR APPROVED EQUAL THE INFORMATION CONTAINED GPS COAX CABLE \ ` STEEL POST I IN THIS SET OF CONSTRUCTION BY NATUMEN IS PROPRIETARY URE. ANY USE OR ANTENNA PIPE MOUNT DISCLOSURE WRHOUTOWNER PERMISSION IS STRICTLY PROHIBITED. CAL MDETAILS SHEET NUMBER: REV. NTS GPS ANTENNA MOUNTING DETAIL 3 NOT USED SYMBOLI DESCRIPTION GROUNDROD ® TESTWELL 1i11 Q CAOVJELDCONNECTION { / 1r3 MECHANICAL CONNECTION © GROUNDBAR 1 -- GROUNDRING • - �� — — TOWER GROUND WIRE HELDVERIFYBTIEINTO EXISTING GROUNDING SYSTEM 1 + � 1 1 1 14 1 ' � 1 • 1 _4 1 1 1 •4 _ _1 ne IMIO LT WINO GROUND •� '; 1 RpIGIPRLOYERIF1')TTP{?y� LOCATIOTIO - - - 1 �IL•S 7 �! GROUND ALL PROPOSED `1 '•_�•�' �� , ` 1 '1 EQUIPMENT AND METAL PT PER MFR REQUIRMENTSO. SSEES DETAILS SHEETG-2 Qc PROP0.4EDGRWND PING. PROPOSED GROUND ROD (TYP)SEE DETAIL SHEET G•2. (TVP). SEE DETAIL SHEET C2. 1 11 1 1 -'r 1 1 1 v A'y . N GROUNDING PLAN GENERAL GROUNDING NOTES: 1. GROUNDING SHALL BE INSTALLED W BELOW FROST DEPTH OR 30-BELOW GRADE, WHICHEVER IS GREATER. CONFIRM FROST DEPTH WITH JURISDICTION. S'm''artl Ink 2. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 3. GROUND ALLANTENNA BASES. FRAMES. CABLE RUNS, AND OTHER METALLIC COMPONENTS USING GROUND WIRES ANDCONNECT TO SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR GROUNDINGREQ iREE EN . MFRGROUND PICEg SHIELD AT BOTH ENDS AND EXIT FROM verizon✓ d. ALL GROUNDCONNECTIONS SHALLSE CADWELD. ALLWIRES SHALL BE COPPER THHNITHWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. 5. CONTRACTORTO VERIFY AND TEST GROUNDTO SOURCE. GROUNDING AND PROJECT INFO OTHER OPERATIONAL TESTING WILL BE WITNESSED BY AT&T REPRESENTATIVE. VERIZON SITE NUMBER: S. REFER TO DIVISION 16GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION 17090866 AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. SITE NAME: 7. EL ECTRICALCONTRACTOR TO PROVIDE DETAILED DESIGN OFGROUNDING PIONEER PARKWAY SYSTEM, AND RECEIVE APPROVAL OF DESIGN BYAUTHORIZED OWNER REPRESENTATIVE, PRIOR TO INSTALLAT1ON OF GROUNDING SYSTEM. PHOTO 2037 LAURA ST. DOCUMENT ALL CADWELDS AND GROUND RING SPRINGFIELD, OR 97 777 LANECOUNTY e. NOTIFY IN S SYSTEM O DUE TO GERSITE IF SOIL CON ARE ANY DIFFICULTIES INSTALLING GROUNDING SVSTEM DUE TO SITE SOIL CONDITIONS. PLANS PREPARED BY: TIBBOT ENGINEERING LLG GROUND ROD NOTES: 12725 BE MILLJRAN WAY, STE 300 1. ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING BEAVERTON, OR 970D5 ONCE THE GROUND SYSTEM HAS BEEN INSTALLED; A QUALIFIED INDIVIDUAL , 503345Z021 UTILIZING THE FALLOF POTENTIAL METHOD, SHOULD PERFORM THE TEST. THE REPORT WILL SHOWTHE LOCATION OF THE TEST AND CONTAIN NO LESS THAN 7j" 9 TEST POINTS ALONG THE TESTING UNE, GRAPHED OUTTO SHOWTHEPLATEAU. 2. 2 POINT GROUNDTESTOR 3 POINT 62% TESTS WILL NOT BE ACCEPTED ASALTERNATIVES TO THE AFOREMENTIONED GROUND TESTS. TEST SHALL BEPERFORMED WHILE THE COUNTERPOISE IS ISOLATED FROM THE AC SYSTEM IPE� GRIDS AND EXISTING COMMUNICATIONS FACILITY. _ 1 23-0042 ISSUED FOR: Zq REVIEW PROPOSED GROUND BAf SUjOOR1P SEE DETAIL SHEET G2. EV DATE NA 11J7103S8 3I1224 N6 - \ 0 4rM44.1— 10=4 R CHECNEDSY: - ��1 CURRENTll3UEDATE it \ 10/22124 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DCOU BY MENTS IS PROPRIETARY NATURE. ANY USE OR DISCLOSURE WITHOUTOWNER PERM SON IS STRICTLY PROHIBITED. GROUND ALL ANTENNAS RRU-S I ODU'S AS REQUIRED SHEET TITLE: PER MANUFACTURER GROUNDING PLAN N SHEETNUMBER: REV. ':F ANTENNA GROUNDING PI —AN 2 1 G'1 2 NOTE; 1. INSTALL GROUNDINGS" BELOW FROST DEPTH OR 30' BELOW GRADE, WHICHEVER IS GREATER. CONFIRM FROST DEPTH WITH JURISDICTION. GROUND RING; W2 AV03 SOLID BARE TINNED COPPER WIRE HIS NOTE: 1. CAOWEUWTVPES"SHOWNABOVE ARE EXAMPLES -CONSULT WTrtI PROJECT MANAGER FOR SPECIFIC TYPES OFCADWELDS TO BE USED. NOTE: 1. INSTALL GROUNDING T BELOW FROST DEPTH OR 30" BELOW GRADE, WHICHEVER IS GREATER. CONFIRM FROST DEPTH WITH JURISDICTION. COMPOUND SECTION COMPOUND w N Z SECTION CADWELD �� - GROUND RING, 02 AWG SOLID BARE TINNED COPPER WIRE BACKFILL PER ] SPECIFICATIONS GROUNDROD _ LONG COPPER \� CUD STEEL GROUND RING TRENCH DETAIL 1 1 1 Nra NOTE: I. INSTALL GROUNDING 6' BELOW FROST DEPTH OR 3' BELOW GRADI WHICHEVER IS GREATER. CONFIRM FROST DEPTH WITH JURISDICTION. GROUND ROD DETAIL 1 2 1 NTS CADWELD COMPOUND SECTION \ FOOTING ^l �smartlink POST f 364" PVC, TYP / verizon� PROJECT INFO'. VERMAN SITE NUMBER: 17090866 '? j\j j a SITE NAME: PIONEER PARKWAY 2037LAURA ST. SPRINGFIELD. OR 974]7 LANE COUNTY `- TO GROUND RING PLANS PREPARED Sr - WITH W2AWOSOLID TBBOT ENGINEERINGTINNED COPPER LLG 12725 BE MILUKAN WAY, STE 3DD BEAVERTON, OR 97005 503345-2921 POST GROUND DETAIL 3 V OFEEGONO 'l a RENEWS 06 ]0 6 ROJECT#: 23-0042 ISSUED FOR: REVIEW IHTS CADWELD DETAILS 14 1 NTs NOT USED 1 5 1 NTS NOT USED 16 1 GENERAC®I INDUSTRIAL POWER LEVEL 2 SOUND ATTENUATED ENCLOSURE D2.2 SD030T MICROPHONE LOCATION FRONT 2 RIGHT 4 REAR 6 LEFT 8 i AVERAGE 60Hz NO-LOAD, dB(A) 32 65 125 29 47 56 OCTAVE BAND CENTER FREQUENCY (Hz) 250 500 , 1,000 2,000 59 60 t 59 52 27 48 54 [ 61 [ 59 55 50 26 50 54 60 57 53 49 26 47 53 60 59 55 50 27 45 55 59 60 55 49 28 45 55 59 58 55 51 30 47 56 60 57 55 51 29 47 57 60 56 56 51 28 47 55 60 58 1 55 50 F 60Hz FULL -LOAD, dB(A) [ OCTAVE BAND CENTER FREQUENCY (Hz) DISTANCE: 7 METERS 4,000 8,000 Overall Level 46 36 63 45 37 63 48 37 62 46 1 38 63 43 33 63 46 37 RP 62 48 36 62 46 36 62 46 36 63 DISTANCE: 7 METERS MILKUFHUNt: LOCATION 32 65 ` 125 250 500 1,000 2,000 4,000 8,000 FRONT 29 54 I 57 61 58 59 54 51 41 r4.42 27 55 55 60 58 57 53 52 44 RIGHT 26 59 1 56 59 57 54 52 52 43 W64 4 28 57 55 58 60 55 53 50 42 64 REAR 26 54 56 60 59 56 52 48 41 64 6 [ 28 55 59 59 58 57 54 51 44 64 LEFT 31 55 58 60 58 57 54 51 42 64 43 64 8 30 54 57 59 57 58 56 52 AVERAGE 28 55 57 60 58 57 54 1 51 43 64 l;:;::: Irrrrwr liuii■ lift iii Iriiwir 1.i■ii■ lii■iii 4 64.5 64 63.5 REAR 63 Q 62.5 m v 62 61.5 61 I 60.5 60 LEFT 6 FRONT 2 RIGHT 4 REAR 5 LEFT 8 1. All positions at 23 feet (7 meters) from side faces of generator set. 2. Test conducted on a 100 foot diameter asphalt surface. 3. Sound pressure levels are subject to instrumentation, installation and testing conditions. 4. Sound levels are±2 dB(A). 5. Sound levels are corrected for 1 atm and 23C (73F) ambient temperature using 150 3744. Generac Power Systems, Inc. I P.O. Box 81 Waukesha, WI 53187 Part No. A0001970893 P: (262) 54448110 2024 Generac Power Systems, Inc. All rights reserved. All specifications are subject to change without notice. Rev A 3/6/24