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HomeMy WebLinkAboutPermit Encroachment 2019-05-29I Reset Form ) 225 Fifth Street Springfield, Oregon 97477 Engineering & Transportation Services Division Phone (541) 726-3753 Step 1 -Location of Work I Print Form i Who is filling out the air-ILlication? In this section, you will need to identify the Applicant, Owner of the abutting property, and the Contractor, if applicable. SPRINGFIELD 4 OR EG ON Example: John Doe is the owner of the abutting property. You would need to put name, address and contact information. Jane Doe is the Applicant. This is the person filling out the application and filing for a permit. You would put in the contact information. Utility Doe is the utility company that is doing work in the right of way and would be an considered an applicant. You would put in the contact person's information. Contractor Doe is the contractor who will be doing the work in the right of way. You will need to put this contact and license information. Site Address or Location : Nearest address: 2329 Dornoch St, Springfield 97477 Applicant: Nohely Moreno Email Address: Nohely.moreno@mastec.com -- — -- — y -- --- — — — --- — — — — — — — -- -- — — -- Owner: Cit of Springfield Address: City: Springfield State: OR ZIP: Contractor: Mastec Network Solutions Contractors Registration (CCB) #: 199705 Project Supervisor: Jonathan Baker Insurance Proof of Insurance, minimum $500,000 coverage limit Expiration Date: 04/17/21 Phone: (630) 877-5828 Utilities Does your utilitycom pany have a franchise agreemen t or license with the City? Tax Map Tax Lot Phone:(562) 507-7881 ------------------- Phone: Phone: Please identify which type of agreement you currently have with the City. FX_ Franchise Agreement I— License Name of other utilities if this is a joint project: Springfield Utility Board Intent of project for other utility who will Provide electricity own any facilities placed in right of way: Step 2: Description of Project What type of work do you need to do? In this section you will describe the location, intended use, and what measures you are implementing, such as traffic control measures, dust control measures, and types of backfill material to be used. -Provide the start and end dates, start time of day and end time of day, of your project. It is important that you give time of day that you are requesting for your project work. There are codes and inspections that are time sensitive. -Identify your method of intrusion into the surface of the right of way, such as s cut, bore, or drilling. -Describe the surface area length, width, depth, and height of your project. -Identify what type of surface material is currently there, what you will do with this material, what is the replacement type of surface material you will use, and what type of backfill material you will be using. -Any required separation from other facilities. Placing new facilities in the right of way F_ Repairing/maintaining existing facilities AT&T proposes to install a small wireless facility in the public right of way. The project entails the removal of (1) existing Project wooden light pole under ownership of City of Springfield. AT&T proposes to install (1) metal light pole, (1) canister Description: antenna, (3) airscale micro RRHs, (1) disconnect/surge suppressor, (2) combiners, and (3) AT&T conduits. For further details refer to the construction drawings attached. SITE NAME: EUG03-022-A POLE #: 0732 CARRIER` %ftw 8t$c �- SITE PHOTO SCI P ID: 18925-022-A 16221 NE 72ND WAY REDMOND, WA 98052 SITE TYPE: WOODEN LIGHT POLE at&tSITE ADDRESS: 2329 DORNOCH ST. PLANS PREPARED FOR: ':'LSI a sTe c Network Solutions SPRINGFIELD, OR 97477 22263 68TH AVENUE SOUTH KENT, WA 98032 - --. COUNTY: LANE JURISDICTION: CITY OF SPRINGFIELD PLAN PREPARED BY: LETS) LETS America, Inc. E. 11 CHANDLLEERR. AZ 85226 1 ARIZONA 480-961-9151 LETS PROD. / M1-CRPNW-021 PROJECT INFORMATION LOCATION MAP AERIAL MAP _ INDEX OF DRAWINGS SHEET DESCRIPTION REV. DATE SITE INFORMATION SITE NAME: EUG03-022-A LATITUDE: 44' 04' 03.96" N (44.06777') LONGITUDE: 123' 02' 42.76" W (-123.04521') SiTE ADDRESS: 2329 DORNOCH ST. SPRINGFIELD, OR 97477 COUNTY: LANE JURISDICTION: CITY OF SPRINGFIELD ZONING CLASSIFICATION: LDR CONSTRUCTION TYPE: N/A OCCUPANCY: N/A ,' r T-1 TITLE SHEET 1 06/19/19 REVISIONS _ REV.I_DATE_- DESCMPTTON S A 02/13/19 9OX CO'S BRS 1 GN -1 GENERAL NOTES 1 O6 19 19 A-1 OVERALL SITE PLAN 1 O6 19 19 A-2 ENLARGED SITE PLAN 1 06/19/19 A-3 SURVEY PLAN AND SURVEY ELEVATION 1 06/19/19 A-4 EXISTING AND PROPOSED POLE ELEVATION 1 06 19 19 B ;06/07/19; 0 X06/18/19CON51RUCilON © 06/19/191 95X CD -S BRS ----- -- SET MPR i — CLIENT COMMENTS MPR A-5 EXISTING AND PROPOSED POLE ELEVATION _ 1 06/19/19 - A-6 EQUIPMENT DETAILS 1 D6 19 19 PARCEL NUMBER 1703272207609 OVERLAY ZONE: NONE SPECIAL AREA SUBZONE NONE ADA COMPLIANCE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION Ksnral Loop � RF -1 RF E-1 PLUW3INEG DIAGRAM &POWER SCHEMATIC 1 06/19/19 G-1 GROUNDING DETAILS 1 O6 19 19 POLE OWNER — 1 --------- NOT FOR CONSTRUCTION UNLESS LABELED -.L ai TION SET NAME: CITY OF SPRINGFIELD ADDRESS: N/A SITE APPUCANT INFORMATION APPUCANT/CARRIER: NEW CINGULAR WIRELESS PCS, LLC (DBA AT&T) w� �� +� 9 IPE ADDRESS: 16221 NE 72ND WAY REDMOND, WA 98052 ELECTRIC PROVIDER: SPRINGFIELD UTILTY BOARD PHONE (541) 746-6451 FRONT HAUL FIBER COMCPST: BARRY PRATiTHIS PROVIDER: BACK HAUL FIBER; JOHN GROTH PROVIDER: LNSTHE NOT TO SCALE NORTH v OREGON 47 9O OV O� Q' y'giy a�Y 15, /19 EXPIRES 06/30/2 SCOPE OF WORK DIRECTIONS CODE COMPLIANCE IS NOT AN ALL INCLUSIVE UST. CONTRACTOR SHALL USE SPECIFIED EQUIPMENT PART OR ENGINEER APPROVED EQUIVALENT. CONTRACTOR SHALL VERIFY ALL NEEDED EQUIPMENT TO PROVIDE A FUNCTIONAL SITE. PROJECT GENERALLY CONSISTS OF THE FOLLOWING: - (1) REMOVE EXISTING WOODEN UGHT POLE - (1) PROPOSED METAL LIGHT POLE - (1) PROPOSED AT&T CANISTER ANTENNA — (3) PROPOSED AT&T AIRSCALE RRH — (1) PROPOSED AT&T DISCONNECT/SURGE SUPPRESSOR — (2) PROPOSED AT&T COMBINERS — (3) PROPOSED AT&T CONDUITS DEPART FROM: PORTLAND INTERNATIONAL AIRPORT, 7000 NE AIRPORT WAY, PORTLAND, OR 97218 1. HEAD NORTHWEST ON NE AIRPORT WAY 2. SLIGHT RIGHT TO STAY ON NE AIRPORT WAY 3. USE THE RIGHT 2 LANES TO TURN SLIGHTLY RIGHT ONTO THE INTERSTATE 205 S RAMP TO INTERSTATE 84/PORTLAND/SALEM 4. MERGE WITH I-205 S 5. TAKE EXIT 21 B TO MERGE WITH 1-84 W/US-30 W TOWARD PORTLAND 6. USE THE LEFT 2 LANES TO TAKE THE EXIT TOWARD SALEM 7. MERGE WITH IS S 8. KEEP RIGHT TO STAY ON 1-5 S, FOLLOW SIGNS FOR INTERSTATE 5 S/SALEM 9. TAKE EXIT 195 TOWARD OR -569 E/RANDY PAPE BELTLINE 10. KEEP LEFT, FOLLOW SIGNS FOR BELTLINE RD 11. TURN RIGHT ONTO GATEWAY ST ALL WORK AND MATERIALS SHALL BE PREFORMED AND INSTALLED INN1ARKpN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCATION GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING: COMMERCIAL BUILDING CODE OREGON STRUCTURAL SPECIALTY CODE(OSSC)-2014 COMMERCIAL ELECTRICAL CODE OREGON ELECTRICAL SPECIALTY CODE(OESC)-2017 9 HEREBY OF THAT ME RAPS WE RVBIi ME OR IINOfR MY DIRECT AND TWIT I AIA A D1Y RI ENGINEER IA DER M LAYS OF 11f mir re E0003 -022—A 2329 DORNOCH ST. SPRINGFIELD, OR 97477 LANE COUNTY PROJECT TEAM A&E FIRM NAME: LETS AMERICA, INC. CONTACT: 112 S. KYRENE ROAD, SUITE 1 CHANDLER, AZ 85226 12. TURN RIGHT ONTO HARLOW RD PHONE: (480) 961-9151 13. TURN LEFT ONTO DORNOCH ST EMAIL: INFOOLETSINC.COM SHEET TITLE SITE DESIGN ARRIVE AT: 2329 DORNOCH ST., SPRINGFIELD, OR 97477 NAME: MASTEC NETWORK SOLUTIONS, INC. ADDRESS: 22263 68TH AVE SOUTH KENT, WA 98032 LEGAL DESCRIPTION TO OBTAIN LOCATION OF PARTICIPANTS UNDERGROUND FACILITIES BEFORE PROJECT MANAGER: JONATHAN BAKER PHONE: (630) 877-5828 TITLE SHEET 81YOU DIG IN OREGON, CALL OREGON CONSTRUCTION MANAGER: CHAD ROOPER RIGHT-OF-WAY UTILITY NOTIFICATION CENTER PHONE: (503) 969-5366 ® TOLL FREE: 1-800-332-2344 OR SITE ACQUISITION SPECIALIST: MEUSSA JUEL % www.digsafelyoregon.com SHEET NUMBER PHONE: (503) 508-6799 PERMITTING: NOHELY MORENO PHONE: (562) 507-7881 DO NOT SCALE DRAWINGSKnow OREGON STATUTE what's below. REQUIRES MIN OF 2 WORKING DAYS NOTICE Call beforeou dl BEFORE YOU EXCAVATE i g' T 1 CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ARCHITECT OR ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. 10 •' 2wevitay.1m W, Lelt361 1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME LUTON SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES, SUBCONTRACTOR SH41 PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION. 3. ALL SITE WORK TO COMPLY WITH OAS -STD -10068 'INSTALLATION STANDARDS FOR CONSTRUCTION ACTIVITIES ON MASTEC TOWER SITE" AND LATEST VERSION OF TIA 1019 'STANDARD FOR INSTALLATION, ALTERATION, AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS.' 4. ALL SITE WORK SHALL BE AS INDICATE) ON THE STAMPED CONSTRUCTION DRAWINGS AND PROJECT SPECIFICATIONS 5. IF NECESSARY, RUBBISH, STUMPS, DEBRIS. SOCKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 6. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT I FERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF CONTRACTOR, OWNER AND/OR LOCA. URLRIES. 7. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE 8. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EQUIPMENT AND TOWER AREAS. 9. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 10. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPUCATION. 11. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SFULLL BE GRADE) TO A UNIFORM SLOPE, AND STABILIZE) TO PREVENT EROSION AS SPECIFIED ON THE PROJECT SPECIFICATIONS. 12. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO FOISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL 13. NOTICE TO PROCEED- NO WORK TO COMMENCE PRIOR TO COMPANY'S WRITTEN NOTICE TO PROCEED AND THE ISSUANCE OF A PURCHASE ORDER. 14. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING PLANS, CLIMBING PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF THE WORK CONTAINED HEREIN AND SHALL MEET ANSI/TIA 1019 (LATEST EDITION), OSHA, AND GENERAL INDUSTRY STANDARDS ALL RIGGING PUNS SFWl ADHERE TO ANSI/IIA-1019 C(LATEST CONST LASS THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR L ►� 1. ALL 507:1 WORK SHALL BE PAINTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND IN ACCORDANCE WITH ASM A36 UNLESS OTHERWISE NOTED. 2. BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE (3/4'0) CONNECTIONS AND SHALL HAVE MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE 3. NON-SRUCTURA. CONNECTIONS FOR STEEL GRATING MAY USE 5/8'0 ASM A307 BOLTS UNLESS NOTED OTHERWISE 4. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S RECOMMENDED PROCEDURE THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL WHEN DRILLING HOLES IN CONCRETE SPECIAL INSPECTIONS, REQUIRED BY GOVERNING CODES, SHALL BE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS CONCRETE AND REINFORCING STEPL NOTES: 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASM A184, ASM A1185 AND THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST -IN-PLACE CONCRETE. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 30M PSI AT 28 DAYS, UNLESS NOTED OTHERWISE SLAB FOUNDATION DESIGN ASSUMING ALLOWABLE SOL BEARING PRESSURE OF 2000 PSF. 3. REINFORCING STEEL SHALL CONFORM TO ASM A615, GRADE 60. DEFORMED UNLESS NOTED OTHERWISE WELDED WIRE FABRIC SHAT CONFORM TO ASM A185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE SPLICES SHALL BE CLASS 'B' AND ALL HOOKS SHALL BE STANDARD, UNI. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR RENFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH ............. _... 3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: 46 AND LARGER .» ...............................2 IN. /5 AND SMALLER & WWF...................1 1/2 IN. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: SLAB AND WAL&...............................3/4 IN. BEMIS AND COLUMNS ........................1 1/2 IN. 5. A CHAMFER 3/4' SHAT BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED OTHERWISE IN ACCORDANCE WITH AOI 301 SECTION 4.2.4. GENERAL NOTES: 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: CONTRACTOR- MASTEC NETWORK SOLUTIONS SUBCONTRACTOR- GENERAL CONTRACTOR (CONSTRUCTION) CARRIER- AT&T POLE OWNER- CITY OF SPRINGFIELD OEM- ORIGINAL EQUIPMENT MANUFACTURER 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR AND AT&T. 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS. ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 4. DRAWINGS PROVIDED HERE ARE NOT TO SCALE AND ARE INTENDED TO SHOW OUTLINE ONLY. 5. UNLESS NOTED OTHERWISE. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. & 'KT71NG LIST' SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT WILL BE SUPPLIED BY CONTRACTOR. ITEMS NOT INCLUDED IN THE BILL OF MATERIALS AND KITTING LIST SHALL BE SUPPLIED BY THE SUBCONTRACTOR. 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE & IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR AND AT&T PRIOR TO PROCEEDING WITH ANY SUCH CHANGE OF INSTALLATION. 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT. POWER AND T1 CABLES. GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWINGS. 10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURS. LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. 11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY BASIS. ABBREVIATIONS AND SYMBOLS: ABBREVIATIONS: SYMBOLS, AGL ABOVE GRADE LEVEL .RZa SOLID GROUND BUS BAR BTS BASE TRANSCEIVER STATION (� EXISTING �N SOLID NEUTRAL BUS BAR MIN. MINIMUM BLACK RED AC NEUTRAL REF RF REFERENCE RADIO FREQUENCY GROUND (EGC) SUPPLEMENTAL GROUND CONDUCTOR T.B.D. TO BE DETERMINED + 2 -POLE THERMAL -MAGNETIC CIRCUIT T.B.R. TO BE RESOLVED MARK AT nORMINA11ON BSER TYP TYPICAL 240V OR 208V, 30 PHASE A REO REQUIRED r1, SINGLE -POLE THERMAL -MAGNETIC EGR EQUIPMENT GROUND RING PHASE A CIRCUIT BREAKER AWG AMERICAN WIRE GAUGE PHASE C YELLOW MOB MASTER GROUND BAR B CHEMICAL GROUND ROD EG EQUIPMENT GROUND BCW BARE COPPER WIRE ® TEST WELL SIAD SMART INTEGRATED ACCESS DEVICE GEN GENERATOR CO- DISCONNECT SWITCH IGR INTERIOR GROUND RING (HALO) RBS RADIO BASE STATION METER EXOTHERMIC WELD (CADWELD) (UNLESS OTHERWISE NOTED) MECHANICAL CONNECTION GROUNDING WIRE valm"Impinmig •► ►• 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES/ORDINANCES. 2. CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED AND TRIP HAZARDS ARE ELIMINATED. 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. HILTI EPDXY ANCHORS ARE REQUIRED BY AT&T. 4. ALL CIRCUITS SHALT. BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. 5. CABLES SHALL NOT BE ROUTED THROUGH LADDER -STYLE CABLE TRAY RUNGS. 6. EACH END OF EVERY POWER, POWER PHASE CONDUCTOR (I.E, HOTS), GROUNDING AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND. 1/2' PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA. 7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH PLASTIC TAPE PER COLOR SCHEDULE ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS O.E. PANEL BOARD AND CIRCUIT ID'S). B. PANEL BOARDS ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. 9. ALL TE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. 10. POWER. CONTROL AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR (014 AWG OR LARGER). 600 V. OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90' C (WET & DRI') OPERATION LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED UNLESS OTHERWISE SPECIFIED. IT. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (j8 AWG OR LARGER), SOOV, OIL RESISTANT THHN OR THWN-2 GREEN INSULATION CUSS 8 STRANDED COPPER CABLE RATED FOR BO' C (WET AND DRY) OPERATION LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED UNLESS OTHERWISE SPECIFIED. 12. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI -CONDUCTOR, TYPE TO CABLE (114 AWG OR LARGER), 600 V. OL RESISTANT THHN OR THWN-2, CLASS 8 STRANDED COPPER CABLE RATED FOR 90' C (WET AND DRY) OPERATION WITH OUTER JACKET LISTED OR LABELED FOR THE LOCATION USED UNLESS OTHERWISE SPECIFIED. 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP -STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION AT NO LESS THAN 75' C (90' C IF AVAMBLE). 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND NEC. 15. ELECTRICAL METALLIC TUBING (T FRIGID NONMETALLIC CONDUIT (I.E. RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 87 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 16. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (TNT) OR RIGID NONMETALLIC CONDUIT (RIGID PVC, SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/909 AND ALL APPROVED ABOVE GRADE PVC CONDUIT. 18. UQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SFW1 BE USED INDOORS AND OUTDOORS. WHSLE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE LOCATION USED. SET SCREW FITTINGS ARE NOT ACCEPTABLE 20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL. ANSIAEEE AND NEC. 21. WIREWAYS SHALL BE EPDXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER). 22. CONDUITS SFWU_ BE FASTENED SECURELY IN PLACE WITH APPROVED NON -PERFORATED STRAPS AND HEDGERS. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES IN DIRECTION TO ROUTE MOUND OBSTACLES SFWU_ BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING. CONDUITS SFWLL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHIN ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE 23. EQUIPMENT CABINETS. TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANFLED OR EPDXY-ORATED SHEET STEEL; SHALL MEET OR EXCEED UL 50 AND RATED NEMA 1 (OR BETTER) INDOORS OR NEMA 3R (OR BETTER) OUTDOORS. 24. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED. EPDXY-COATED OR NON -CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 (OR BETTER) INDOORS OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 25. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND RATED NEMA 1 (OR BETTER) INDOORS OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS 26. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 27. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DBTRIBUDON PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. 26. INSTALL PLASTIC LABEL ON THE METER CENTER TO SHOW 29. ALL CONDUITS THAT ME INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND AC POWER GESS) SHALL BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 2. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR GROUND ELECTRODE SYSTEMS, THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. 3. THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE TESTING RESULTS. 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH /6 AWG COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. 6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6 AWG STRANDED COPPER OR LARGER FOR INDOOR BSS; }2 AWG SOLID TINNED COPPER FOR OUTDOOR BSS. 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE OF THE GROUND BUS ARE PERMITTED. B. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE /2 AWG SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED. 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. 15. APPROVED ANTIOXIDANT COATINGS (I.E. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL 17. MISCELLANEOUS ELECTRICAL AND NON -ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 1& BOND ALL METALLIC OBJECTS WITHIN 6 FT. OF MAIN GROUND WIRES WITH 1-%2 AWG TIN-PLATED COPPER GROUND CONDUCTOR. { 19. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CUPS OR SLEEVES THROUGH WALLS OR FLOORS, WHEN R IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METAIJC MATERIAL SUCH AS FVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (E.G., NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE /2 TINNED SOLID IN 3/4' LIQUID TIGHT CONDUIT FROM 24' BELOW GRADE TO WITHIN 3' TO 6' OF CAD -WELD TERMINATION POINT. THE EXPOSED END OF THE LIQUID TIGHT CONDUIT MUST BE STALED WITH SILICONE CAULK (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). NEC INSULATOR COLOR CODE DESCRIPTION PHASE/CODE LEITER WIRE COLOR 240/120 10 LEG 1 LEG 2 BLACK RED AC NEUTRAL N WHITE GROUND (EGC) G GREEN VOID POS + RED -POLARITY AT TERMINATION VDC NEG - MARK AT nORMINA11ON 240V OR 208V, 30 PHASE A BLACK PNASE B (ORO, IF HI LEG) PHIS£ C BLUE 48OV, 30 PHASE A BROWN PHASE B ORANGE PHASE C YELLOW • SEE NEC Z10.5(CIL1) ANU (Y) CARRIER: at&t 16221 NE 72ND WAY REDMOND, WA 98052 PLANS PREPARED FOR: •1lasTec Network Solutions 22263 68TH AVENUE SOUTH KENT, WA 98032 PLAN PREPARED BY: LETS LETS America, Inc. 112 S. KYRENE RD. STE. 1 CHANDLER, AZ 85226 ARIZON0.. 961-9151 LETS PROD. M1-CRPNW-021 A ;02/13/19. 90X CD'S BITS B 106/07/19, 95X M'S BRS 0 ', 06/18/4 0ONSMIJI1 TION SET MPR &06/19/M CLIENT COMMENTS MPR -i ---- -- ------ NOT FOR CONSTRUCTION UNLESS LABELED -_r Li IkrXt-: QON SET L�r,INF� OREGON h 9�'S',9� 4ary 15, 0..>,p�4 MAR AWN /1 EXPIRES 06/30" EUG03-022-A 2329 DORNOCH ST. SPRINGFIELD, OR 97477 LANE COUNTY SHEET TITLE GENERAL NOTES SHEET NUMBER GN -1 PERMIT NOTE: FIBER ROUTE PERMITTING BY OTHERS. OVERALL SITE PLAN CARRIER: at&t t 16221 NE 72ND WAY REDMOND. WA 98052 PLANS PREPARED FOR: :%MasTec Network Solutions 22263 66TH AVENUE SOUTH KENT, WA 98032 PLAN PREPARED BY: LETS LETS America, Inc. 112 S. KYRENE RD. STE. 1 CHANDLER, AZ 85226 ARIZONA 0-961-9151 LETS PROD. M1-CRPNW-021 9; 90% CVS BRS 9 - 95% CD'S SRS 0 ;06/18/19 CONSTRUCtlON SEf MPR Q O6/19/1 CLIENT wAueS } MPR NOT FOR CONSTRUCTION UNLESS LABELEDy?�,^ ?SON SET �'1QG1N�dt.V��/f� 9 1PE 9 . OREGON h 9�9 d'4�ry 15.2�� CS R EXPIRES 06/30/29" EUG03-022—A 2329 DORNOCH ST. SPRINGFIELD, OR 97477 LANE COUNTY SHEET TITLE OVERALL SITE PLAN SHEET NUMBER NORTH A-1 SCALE A N.T.S. ENLARGED SITE PLAN CARRIER: aw 9_ 16221 NE 72ND WAY REDMOND, WA 98052 PLANS PREPARED FOR: -:-IasTec Network Solutions 22263 68TH AVENUE SOUTH KENT, WA 98032 PLAN PREPARED BY: LETS LETS America, Inc. 112 S. KYRENE RD. STE. 1 CHANDLER, AZ 85226 ARIZONA: 480-961-9151 LETS PROD. %: M1-CRPNW-021 A .=_DATE � DESCRIPTION �_-4JiWL`. '02/13/19! 9OX WS BRS B 106/07/191 959E WS I BRS 0 106/18/19`CONSfRLrnON SEf1MPR Q',06/19/19! CLIENT COMMENTSI MPR NOT FOR CONSTRUCTION UNLESS LABELED=7Wj% -.LION SET t�IN£ y LiQ��i�C OREGON 4 ��MAR 1tPN /1 EUG03-022—A 2329 DORNOCH ST. SPRINGFIELD, OR 97477 LANE COUNTY SHEET TITLE ENLARGED SITE PLAN SHEET NUMBER NORTH A-2 SCALE A N.T.S. s U 3 I CARRIER: I I � j waaa I Q I J 16221 NE 72ND WAY I 1 REDMOND. WA 98052 rn II 1 II HT.=29.7' HT.=30.1' PLANS PREPARED FOR: HT.=28.8' - '■ a cTa Network Solutions I U I II 22283 68TH AVENUE SOUTH KENT, WA 98032 I HT.=27.7' PLAN PREPARED BY: L IL `437' HT.=27.1' t T--- ���rrr r II LETS America, Inc. I 112 S. KYRENE RD. STE 1 I I CHANDLER, AZ 85226 1 , toM ARIZONA 480-961-9151 LETS PROD. 1: M1-CRPNW-021 REVISIONS z I 0. REV. DATE 1__DESCRIPTION1__WWLS - A 102/13/19i 90% COS J BRS B '06/07/19 CD'S I I - -95X _+BRS 106/18/19 OONSIRUCIION SEr MPR I !0 TAXLOT 1 1703272207608 - -- E- ---- -- - �j06/19/19 CLIENT OOMh0(TS MPR I� I/ f CENTER OF SUBJECT POLE -SEE DETAIL-----------L— Q I' NOT FOR CONSTRUCTION UNLESS "TION II I LABELED SET ---- . Ip i'9 IPE 'O 9 v a z I TAxLOT a I 1703272207609 �. OREGON vi I9�'ygy I 4ary t5.2o�P�Q �MARKAN /19 EXPIRES 06/30/29 30' TO CL 9 'MYE 'HOR'T pF _ 60' TO R.O.W. I I SUPERN90H1 AND 1FNT I AM A DULY REGISIM ENGINEER UNDER 1HE LAN OF THE N SATE OF OREGON' , I I I EUG03-022—A 2329 DORNOCH ST. I I SPRINGFIELD, OR 97477 I I I I LANE COUNTY I I ( I LEGEND. I SHEET TfrLE EL.=435.42' POWER POLE I SURV\ EELEVATION I O STORM MANHOLE I - SURVEY --- I I I SHEET NUMBER 1 ` ° A-3 SURVEY PLAN SCALE 2 SURVEY ELEVATION SCpI F 1 N.T.S. N.T.S. ..i CARRIER: INSTALLER NOTE: INSTALL RF WARNING SIGNS PER at &t TOP OF PROPOSED AT&T CANISTER ANTENNA MANUFACTURER SPECIFICATIONS. ELEV. 34 -2 b/6- AGL 16221 NE 72ND WAY EXISTI _jL HEIGHT ELEV 30 F 1AGL EXISTING LIGHT LIGHT NG C.L. OF PROPOSED AT&T CANISTER ANTENNA ELEV. 33 -2 5/8 AGL HEIGHT OF PROPOSED LIGHT ELEV. 30 -1 AGL E 029PR8 PS Sg D GETAL LIGHT POLE LIGHT SED IL CA PROPOSED NA CANISTER ANTENNA -SEE DETAIL 2/A-6 846 PROPOSED AIRSCALE RRH T REDMOND, WA 98052 PLANS PREPARED FOR: �'�M a s T e c Network Solutions TOP OF EXISTING WOODEN LIGHT POLE ELEV. 29'-8" AGL HEIGHT OF EXISTING WIRE CONNECTION HEIGHT OF EXISTING WIRE CONNECTION -SEE DETAIL 1/A-6 22263 68TH AVENUE SOUTH KENT, WA 98032 ELEV. 28'-10` AGL - EXISTING WIRE HEIGHT OF EXISTING LIGHT ARM CONNECTION EE 28 -10 AGL � HEIGHT OF PROPOSED LIGHT ARM EXISTING WIRE CONNECTION PLAN PREPARED BY: ELEV. 27 -8` AGL j a EXISTING ELEV. 2�'-8' AGL PROPOSED y LETc HEIGHT OF EXISTING WIRE CONNECTION LIGHT ARM HEIGHT OF EXISTING WIRE CONNECTION LIGHT ARM T ELEV. 27'-1 ` AGL ELEV. 27 =1 AGL LETS America, Inc. 112 S. MENE RD. STE. 1 CHANDLER, AZ 85226 ARIZONA 0-961-9151 LETS PROJ.t. M1-CRPNW-021 REVISIONS A 02%13/19; 90% CD'S BRS 8 ' 06/07/19; 95% CD'S SRS -0 06/18/19? OONSTRUOTION SET MPR �y06/19/19t CLIENT COWAEMS MPR (3) PROPOSED AT&T CONDUITS ROUTED INSIDE THE POLE: (1) 2" --- CONDUIT FOR FIBER TO EQUIPMENT, (1) 2" CONDUIT FOR POWER TO NOT FOR CONSTRUCTION UNLESS AC DISCONNECT AND (1) 2" CONDUIT FOR (12) LINES OF 3/8" ANTENNA COAX FROM EQUIPMENT TOuo (2) PROPOSED AT&T COMBINERS LABELED ^TION SET -' $G i Ergrip �{► 9 INSTALLER NOTE: PROPOSED AT& 825 AIRSCALE RRH T -SEE DETAIL 1/A-7 �. OREGON Oj d' O� 9Qy9 4ary 152 PDQ" AR KPN /19 EXPIRES 06/30/29 FIBER TO BE PROVIDED BY OTHERS UNDER SEPERATE PERMIT. (1) PROPOSED AT&T B66 AIRSCALE RRH -SEE DETAIL 4/A-6 HER83Y M 1HAT THS PY WeTE PREPARED O AE OR q I A A OLLY SURRNSION AND 1HAT I AM A Dl1Y FEiiSIETB I ETVImm UNDER THE LAWS OF THE SDU OF J• EUG03-022—A 2329 DORNOCH ST. SPRINGFIELD, EOUOR NTY 7477 EXISTING WOODEN LIGHT POLE INSTALLER NOTE: NEW EQUIPMENT TO BE PAINTED WITH RF TRANSPARENT, UV RESISTANT, OUTDOOR RATED PAINT I (1) PROPOSED AT&T DISCONNECT/SURGE SUPPRESSOR -SEE DETAIL 3/A-6 ® TO MATCH REPLACEMENT LIGHT I PROPOSED METAL POLE.I LIGHT POLE • CONTRACTOR SHALL RE -INSTALL SHEET TITLE ALL EXISTING STREET SIGNS AS NEEDED ON NEW POLE EXISTING 6'-3" OF WOOD UTILITY EXISTING AND BURIED PER CITY OF SPRINGFIELD CONSTRUCTION STANDARDS NEW FOUNDATION PER POLE PROPOSED POLE MANUFACTURING SPECIFICATIONS ELEVATION I$ FINISLEVED HGRADE (REF.} FINISHED GRADE (REF.) _ _ E. 0'-0' AGL ELEV. 0--O -0` AGL I I SHEET NUMBER I I I I I I A-4 EXISTING SOUTH POLE ELEVATION 0 6" V 2' ® SC.4E 112" = 1'-0' (24x36) 2 PROPOSED SOUTH POLE ELEVATION 0 6" v r ® SCALE: 112"=1'-0"(24X38) (OR) 114"=1'-0"(11x17) 1 (oR) 114.-1,- ..i CARRIER: a `& L t t INSTALLER NOTE: INSTALL RF WARNING SIGNS PER 16221 NE 72ND WAY TOP OF PROPOSED AT&T CANISTER ANTENNA MANUFACTURER SPECIFICATIONS. REDMOND, WA 98052 ELEV. 34 -2 5 8 AGL C.L OF PROPOSED AT&T CANISTER ANTENNA (1) PROPOSED AT&T PLANS PREPARED FOR: ELEV. 33 -2 5/8- AGL HEIGHT OF PROPOSED LIGHT CANISTER ANTENNA '• T –SEE DETAIL 2/A-6 ■ a s e c ELEV. 30 –1 AGL Network Solutions HEIGHT OF EXISTING LIGHT (1) PROPOSED AT&T ELEV. 30 –1 AGL TOP OF PROPOSED METAL LIGHT POLE B46 AIRSCALE RRH 22283 68TH AVENUE SOUTH ELEV. 29 –8 5 8 AGL –SEE DETAIL 1/A-6 KENT, WA 98032 }� TOP OF EXISTING WOODEN LIGHT POLE ELEV. 29'-8" AGL � PROPOSED LIGHT PLAN PREPARED BY: EXISTING LIGHT � HEIGHT OF EXISTING LIGHT ARM HEIGHT OF PROPOSED LIGHT ARM 7 ELEV. 28'-10" AGL EXISTING ELEV. 27 –8 AGL PROPOSED LETS America, Inc. LIGHT ARM LIGHT ARM I 112 S. KYRENE RD. STE. 1 CHANDLER, AZ 85226 ARIZONA LETS PROJ. M1–CRPNW-021 0-961-9151 : REVISIONS REV. -__ DATE .._-T--DM tIPWN__,Nr_ A 02/13/19; 90% CVS I BRS B 06/07/191 95% CD'S BRS 0 06/18/19; OONSIRUCnON SET MPR 0'06/19/19; CLIENT SDS MPR I (3) PROPOSED AT&T CONDUITS NOT FOR CONSTRUCTION UNLESS ROUTED INSIDE THE POE: (1) 2" I CONDUIT FOR FIBER TO EQUIPMENT, LABELED , ^TION SET (1) 2" CONDUIT FOR POWER TO AC DISCONNECT AND (1) 2" - CONDUIT FOR (12) LINES OF 3/8 COAX FROM /8"COAXFROM EQUIPMENT TOANTENNA 9 I w 9 11PE OREGON COMB RERSSED AT&T 90,f� �4dry 15,?,O PDQ' y�/MAR I KAN� /19, ' I B25 EXPIRES 06/30/2 AIRSCA EPROPOSED RRH –SEE DETAIL 1/A-7 I HB1FB(' am" 1HAT mm PLANS WeTiE PREPARED EN ME OR UDM MY DIFFU INSTALLER NOTE: IBIgNl7R (1) PROPOSED AT&T S6MO uNOEERIIHE LANG OF 1HE FIBER TO BE PROVIDED BY OTHERS I 866 AIRSCAE RRH -SEE DETAIL 4/A-6 UNDER SEPERATE PERMIT. I EUG03-022—A 2329 DORNOCH ST. I SPRINGFIELD, OR 97477 EXISTING WOODEN INSTALLER NOTE: I PROPOSED DISCONNECT/SURRGEGE SUPPRESSOR DIS LANE COUNTY LIGHT POLE NEW EQUIPMENT TO BE PAINTED –SEE DETAIL 3/A-6 WITH RF TRANSPARENT, UV I RESISTANT, OUTDOOR RATED PAINT SHEET TITLE TO MATCH REPLACEMENT LIGHT I POE. PROPOSED METAL • CONTRACTOR SHALL RE–INSTALL I LIGHT POE ALL EXISTING STREET SIGNS AS I EXISTING AND NEEDED ON NEW POE PROPOSED POLE — EXISTING 6'-3' OF WOOD UTILITY BURIED PER CITY OF SPRINGFIELD ELEVATION CONSTRUCTION STANDARDS I NEW FOUNDATION PER POE MANUFACTURING SPECIFICATIONS AikFINISHED GRADE REF. � FINISHED GRADE (REF.) ELEV. 0'-0- AGL ELEV. 0-0" AGL LIM SHEEP NUMBER A-5 0 a" +• r EXISTING WEST POLE ELEVATION ® 1scwte: vz = r o• (xa:ael 2 PROPOSED WEST POLE ELEVATION 0 0 r z scud: �n (zaxssl 1 (oRl va=r-0•(��x��� ® (oR1 va =ro•(��x��> 866 AIRSCALE RRH 4TH 4R 20W IB) H PSEUDO OMNI 12-PORT CANISTER ANTENNA CARRIER: MANUFACTURER: NOKIA PHYSICAL SIZE: DC: <4L/-5.5Kg AC: <4.5L/6.5Kg INTERFACE: 2 CPRI PORTS FOR FRONT-HAUL (2X9.8 GB/S) INPUT POWER: DC: -40.5V TO -57V AC: 80V TO 276V VOLUME: — (0.883 FT) X (0.967 FT X 0.133 FT ( ) 0.114 CUBIC FEET MANUFACTURER: GALTRONICS PART NUMBER: GQ2412-06613ANTENNA WEIGHT: 30.9 LBS ANTENNA DIAMETER: 14.7 IN ANTENNA HEIGHT: 24.5 IN ANTENNA VOLUME: 3.1416 (0.6125 FT) 2 X 2 FT = 2.4 FT CUBIC VOLUME �Y a ftt R�--' 16221 WA98052 1`706, FRONT VIEW PLANS PREPARED FOR: 14.7" •:.M a s T e c Network Solutions • • 22263 68TH AVENUE SOUTH KENT, WA 98032 ® to N BOTTOM VIEW = aFmmw wow ..a ® wa.. PLAN PREPARED BY: LATS LETS America, Inc. 112 S. KYRENE RD. STE. 1 CHANDLER, AZ 85226 ARIZONA 0-961-9151 LETS PROD. M1-CRPNW-021 111.6" O REVISIONS l REV,r 071TE_:f7: DESCRIPliON _ _ _.:._ __. O O O O wow A ;02/13/1990% CDS � BRS B 06/07/19; 95X CVS BRS O -H Dwdl 0 Q l `' J 0 l 0 I AC IN OPT1 OPT2 o 0 O DC IN Q� ANT _ANT2 ANT2 _�� ANT2 GND I �/ I o e w as w �sw -4- 0 ;06/18/191CONSIRI=ON SET MPR 0 -- -- 06/19/19; CUENf COMMENTS MPR -T DC OUT BOTTOM VIEW N.- __L NOT FOR CONSTRUCTION UNLESS LABELED L ION SET �G I N�►�'�Q� 9 iPE 9 RADIO DETAIL SCALE N.T.S. 4 ANTENNA DETAIL SCALE N.T.S. 2 6.68" 9." 5.06" B46 AIRSCALE RRH FOR LAA (AZRA) MANUFACTURER: NOKIA PHYSICAL SIZE DC: 4L/5 KG; AC 4.5L/5.7KG INTERFACE: 2 CPRI PORTS FOR FRONT-HAUL (2X9.8 GS/S) co m 0 6 O INPUT POWER: DC: -40.5V YO -57V AC: 80V TO 276V VOLUME: (0.883 FT) X (0.967 FT) X (0.133 FT) = 0.114 CUBIC X10 6 FEET OREGOiV,�h 15.20 5� R KPN /19 EXPIRES 06/30/2 1 H1XBf CERTIFY THAT THEE PIANS VM PREIVM BY ME OR UNDER W DRECf SUPETt ISION AND THAT I AM WOOF FEgSfFAE I ENgNEER UMAX THE /AWS OF THE SPATE OF CFSW EUG03-022—A 0 2329 DORNOCH ST. FRONT VIEW SIDE VIEW SPRINGFIELD, OR 97477 M40 GLANDS CAN BE O LANE COUNTY REPLACED BY 1-1/4" NPT CONDUIT FITTINGS SURGE SUPPRESSOR BOX 0 SHEET TITLE MANUFACTURER: RAYCAP PART NUMBER: RSCAC-1333-PS-240-A WEIGHT: 8.00 LBS 111.6" 131 DIMENSIONS (LXWXH): 9.38' X 6.68" X 10.43" 113 1 00 VOLUME: o m (0.781 FT) X (0.556 FT) X (0.869 FT) 0.377 CUBIC FEET VOLUME ¢i O ® B BOTTOM VIEW O ANTI AU �T BOTTOM VIEW O OPT2 OPT1 DC IN GOND EQUIPMENT DETAILS SHEET NUMBER A-6 SURGE SUPPRESSOR DETAIL NTSE 3 RADIO DETAIL SCALE 1 NOT USED i NOTES: —� 1. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,500 PSI, IN ACCORDANCE WITH ACI 318-11 2. REBAR TO CONFORM TO ASTM SPECIFICATION A615 GRADE 60. 3. ALL REBAR TO HAVE A MINIMUM OF 3" CONCRETE COVER. 4. ALL EXPOSED CONCRETE CORNERS TO BE CHAMFERED 3/4". 5. THE FOUNDATION DESIGN IS BASED ON PRESUMPTIVE CLAY SOIL AS DEFINED IN ANSI/T1A-222-G-2005. IT IS RECOMMENDED THAT A SOIL ANALYSIS OF THE SITE BE PERFORMED TO VERIFY THE SOIL PARAMETERS USED IN THE DESIGN. 6. VOLUME OF CONCRETE = 2.12 CU. YDS. 7. THE FOUNDATION IS BASED ON THE FOLLOWING FACTORED LOADS: MOMENT = 21.38 K -FT AXIAL = 2.64 K SHEAR= 1.13K REBAR SCHEDULE FOR PIER NOKIA #6 VERTICAL REBAR W/#3 TIES, PIER 1(12) THREE WITHIN TOP 5" OF PIER, 2 CPRI PORTS FOR FRONT -HAUL (2X9.8 GB/S) THEN 12" C/C #3 TIES WITHIN 5" OF CONCRETE I FOUNDATION DETAIL I�� 2 1 MANUFACTURER: NOKIA PHYSICAL SIZE: DC: <4L/-5.5Kg AC: <4.5L/6.5Kg INTERFACE: 2 CPRI PORTS FOR FRONT -HAUL (2X9.8 GB/S) INPUT POWER: DC: -40.5V TO -57V AC: 80V TO 276V VOLUME: (0.883 FT) X (0.967 FT) X (0.133 FT) = 0.114 CUBIC FEET 3 RADIO DETAIL 0 0 0 0 0 o no L9 ANT2 _ ANT2 Z S ANT2 L— ANT2 OPT1 OPT2 0 DC IN AC IN �GNND, I 01 DC OUT SCALE N.T.S. 1 CARRIER: at &t 16221 NE 72ND WAY RIMMOND, WA 98052 PLANS PREPARED FOR: 4asTec Network Solutions 22263 66TH AVENUE SOUTH KENT, WA 98032 PLAN PREPARED BY: QTS LETS America, Inc. 112 S. KYRENE RD. STE. 1 CHANDLER, AZ 85226 ARIZONA 961-9151 LETS PROD. : M1-CRPNW-021 A '02/13/19� 90% CO'S BRS B 106/07/19; 95% CVS BRS 0 ;06/18/19 CONSTRUCTION SETj MPR -A,06/19/191 CUENT COMMEMS I MPR NOT FOR CONSTRUCTION UNLESS LABELED = +- ON SET g�.1� �ti oaezr-or OREGON &7 Q4ary i 5,Z��Q�Q MAR 01 EUG03-022—A 2329 DORNOCH ST. SPRINGFIELD, OR 97477 LANE COUNTY SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER A-7 RF WARNING SIGNS Available ftm Excel Sign anis Decal- https://www.weneed$gns.comftme.lphp?cat--1135 and click on AT&T Ph. 510-6514445 NOI-DC-161"XIS" NOTICE DECAL "for 7 Foot Distance$ VINYL DECAL WITH ADHESIVE BACKING 1 order comes in a pack of 25 Place three NOTICE stickers equally -spaced around the bottom of the antenna radome. NOT ON THIS POLE: RADIO FREQUENCY FIELDS NEAR SOME ANTENNAS MAY EXCEED FCC RULES FOR HUMAN EXPOSURE. PERSONNEL CLIMBING THIS TOWER SHOULD BE TRAINED FOR WORKING RADIO FREQUENCY ENVIRONMENTS AND USE A PERSONAL RF MONITOR IF WORKING NEAR ACTIVE ANTENNAS. INACIORDANOE WUN THE FEDERAL4VMMUNICATIONSCOMMLSSION RULES ON RADIO FREQUENCYEMISSIONS47GR L1307(B) 5" (3 DIGIT REENTER ID) 000 NETWORK OPERATIONS CONTROL CENTER(NOC) 1-800-264-6620 NODE M# 12 THIS SITE IS COMPLIANT WITH FCC RULES FOR BOTH "OCCUPATION OR CONTROLLED" AND"OENERAL PUBLIC OR UNDERCONTROLLED" STAY BACK A MINIMUM OF 4 FEET FROM ANY ACTIVE ANTENNA TO DEACTIVATE ANTENNA CALL THE N.O.0 PHONE NUMBER BEFORE OPERATING DISCONNECT NOTE: WARNING SLENCLOSUREL] MOUNTED, EQUIPMENT NOTE: INSTALL PER MANUFACTURER SPECIFICATIONS AND FCC. RENTER I.D NUMBER SHOWN IS FOR EXAMPLE PURPOSES ONLY. THE APPROPRIATE NODE LD SHALL BE INDICATED AT EACH NODE _--NODE NUMBER SHOWN IS FOR EXAMPLE PURPOSES ONLY. THE APPROPRIATE NODE I.D. SHALL BE INDICATED AT EACH NODE NOTE: WARNING SIGNS TO BE MOUNTED, IN VIEW, ON EQUIPMENT ENCLOSURE L ER MANUFACTURERTIONS AND FCC. CARRIER: at&t 16221 HE 72ND WAY REDMOND. WA 98052 PLANS PREPARED FOR: 4AasTec Network Solutions 22263 68tH AVENUE SOUrH KENT, WA 98032 PLAN PREPARED BY: LETS LETS America, Inc. 112 S. KYRENE RD. STE. 1 CHANDLER, AZ 85226 ARIZONA: 0-961-9151 LE15 PROJ. . M1-CRPNW-021 A ',02/13/19 90% WS BRS 8 106/07/191 95% CIYS BRS 0 06/18/191 CONSIRUCIION SET MPR &o6/19/19 CLIENT COMMENTS MPR I NOT FOR CONSTRUCTION UNLESS LABELED A3--MPrhrX*Q,1ON SET I�OtN�� S2n0.7iDC' v OREGON 47 15.2^ 5Q R EXPIRES 06/30/�2P1` EUG03-022—A 2329 DORNOCH ST. SPRINGFIELD, OR 97477 LANE COUNTY SHEET TITLE RF WARNING SIGNS SHEET NUMBER RF -1 SCALE N.T.S. PILO PLUMBING DIAGRAM uM+C'iwC L � iiW *4T4R ("Od baexils) AC sct 1 RAH -1 and ARH-2: AkSC-(- 4TO r+d,o i ARHs . (W), futwo CDC cec Coe Coe * Cid cas"41AAH•utwo- >t�A/ a i POLE MOUNTED c��i #M � us* COC STREET LAMP RRH UNIT (TYP. OF 4) t a�e'ii�r UM4 � 1 � (1) 2-#12 THHN/THWN/VW-1 f TYPE TC -ER DC CABLE TO RRH 4 AMP BREAKER (TYP-) METAL OXIDE VARISTOR (TYP.) GROUND BUS BAR NEUTRAL BUS BAR DaA Fibers to/fmm Hub PLUMBING DIAGRAM LAC cut-off sv*ch I AC r�ar°c* I� POWER SCHEMATIC MAX 30A POWER LINE Cl (1) 6-#10 THHN/THWN/VW-1 TYPE TC -ER DC CABLE SURGE SUPPRESSOR (1) 6-#10 THHN/THWN/VW-1 TYPE TC -ER DC CABLE TO STREET LAMP RAYCAP DISCONNECT/SURGE SUPPRESSOR i. SWITCH 1 CARRIER: 0 aw 16221 NE 72ND WAY REDMOND, WA 98052 PLANS PREPARED FOR: 014asTec Network Solutions 22263 68TH AVENUE SOUTH KENT, WA 98032 PLAN PREPARED BY: QTS LETS America, Inc. 112 S. KYRENE RD. STE. 1 CHANDLER, AZ 85226 ARIZONA: 480-961-9151 LETS PROD. / M1-CRPNW-021 REQ -DATE 1---DMRTPO _.;MUNI: A '02/13/191 BOX CVS EIRS B O6/07/19i 9591 CD'S 13Ei 0 i06/18/19j00NSIRlR'fION SET MPR 0;06/19/191 CLIENT Omen MPR NOT FOR CONSTRUCTION UNLESS LABELED.. -W4 ON SET 4** saoovioG "� v OREGON y �yq 4ary 15, PDQ y'�MAR EXPIRES 06/30/2 EUG03-022-A 2329 DORNOCH ST. SPRINGFIELD, OR 97477 LANE COUNTY SHEET TREE PLUMBING DIAGRAM & POWER SCHEMATIC SHEET NUMBER E-1 •I CARRIER: JJ a `� t t 16221 NE 72ND WAY 1 ALL METALLIC PARTS OF THE INSTALLATION ON THE POLE SHALL BE BONDED REDMOND, WA 98052 TOGETHER AND GROUNDED 2. A COPPER GROUND WIRE, #6 AWS MINIMUM SIZE SHALL BE INSTALLED FROM THE BASE OR FEEDLINE CONNECTION POINT OF THE ANTENNA TO A GROUND TYPE SS TYPE PT TYPE GL T'PE GT PLANS PREPARED FOR: ROAD AT THE BASE OF THE POLE AND BE ADJACENT TO THE ANTENNA FEEDLINE CONDUIT. THE GROUND WIRE SHALL BE PERMANENTLY CONNECTED •• a s T e c TO THE GROUND ROD 3. WHERE A CITY OF SPRINGFIELD LIGHT NEUTRAL CONDUCTOR EXISTS, THE GROUND WIRE SHALL BE PERMANENTLY BONDED TO THE NEUTRAL CONDUCTOR AT THE NEUTRAL CONDUCTOR LEVEL BY CITY OF SPRINGFIELD CREWS PROPOSED OMNI -DIRECTIONAL ANTENNA Network Solutions 22263 88TH AVENUE SOUTH 4. A GROUND ROD, 8 FEET MINIMUM IN LENGTH SHALL BE INSTALLED (WHERE NO KENT, WA 98032 CITY OF SPRINGFIELD LIGHT GROUND ROD & INTACT GROUND WIRE EXISTS) AT ANTENNA GROUND THE BASE OF THE POLE. THIS INSTALLATION SHALL MEET OR EXCEED THE D16-2. REQUIREMENTS CONSTRUCTION REBY 5. THE GROUND WIRE SHALL BE COVERED BY A PROTECTIVE MOLDING FOR ITS TYPE POLE EXTENSION GROUND RRU PLAN PREPARED BY: ENTIRE LENGTH ON THE POLE EXCEPT AT THE POINT WHERE IT MUST BE TYPE TA VNTYPE O TPE GY EQUIPMENT GROUND LET� EXPOSED FOR BONDING TO THE CITY OF SPRINGFIELD LIGHT NEUTRAL BAR 2" W X 6" CU/CU 6. THE CITY OF SPRINGFIELD LIGHT AND COMMUNICATION GROUND RODS SHALL CLAD W/DBL. BOLT LETS America, Inc. BE BONDED TOGETHER USING COPPER #6 AWG WIRE #6 AWG GREEN I CONN, STRANDED COPPER 112 S. KYRENE RD. STE 1 CHANDLER, AZ 85226 #2 AWG GREEN ARIZONA 961-9151 LE15 PROD. �M1-CRPNW-021 STRANDED COPPER REVISIONS REV.'•DATE _T__DE5WFnON­-­mTvLs TYPE W TPE VS TYPE VB TYPE GR i A 102%13/19; 90X CD'S IBM B 06/07/19! 95X COS 0 06/18/197OONSIRI1CfI0N SET � MPR ICIE ' GROUNDING NOTES 6 SCALE CADWELD DETAILS 3 N.T.S. N.T.S. I I _&;06/19/19 CLIENT COAM,QJtS MPR I � - - 1 16 AWG TO ANTENNA GROUNDS AND EQUIPMENT GROUNDS�� NOTE: - - - - _ _ _--+-- ----- - - - - L NOTES: DETAIL SHOWS GENERAL SCHEMATIC GROUNDING EQUIPMENT I REQUIREMENTS ONLY _-__ NOT FOR CONSTRUCTION UNLESS 1. GROUND WIRE MOLDING SHALL BE INSTALLED OVER THE BARE GROUND WIRE TO ENCLOSURE LABELED '"TION SET PROTECT LINE WORKERS, THE WIRE, AND THE PUBLIC. EXTEND PLASTIC MOLDING AT RRU I GROUND BAR IN WALL, OR POLE LEAST TWO INCHES BELOW GRADE. 2. THE GROUND WIRE SHALL BE IN ONE CONTINUOUS LENGTH. INSERT GROUND WIREu FROM THE BOTTOM OF THE GROUND CLAMP AND BOND OVER CLAMP BEFORE I FAFNDe EQUIPMENT BONDING 4 MECHANICAL CONNECTION, DBL -BOLT OR EQUAL JUMPER .p S I N� Q TIGHTENING. CONNECT TO SECONDARY OR SERVICE NEUTRAL ON THE POLE. PLACE #6 AWG `� 9 O O GROUND WIRE ON POLE BETWEEN FACE (NOTCH SIDE) AND SERVICE NEUTRAL. GREEN STRANDED v CADWELD CONNECTION OR EQUAL 6 X99 IPE QO O O O pO 3. DROVE GROUND ROD IN FORM UNDISTURBED EARTH COPPER, iYP. ♦ IN-LINE Cu C -CRIMP, SPUR -BOLT OR EQUAL r�� 4. REFERENCE CITY OF SPRINGFIELD STD. MASTER GROUND BAR 2" f W X 12" CU/CU CLAD v OREGON 4� W/DBL. BOLT CONN. SERVICE GROUND #2 AWG BARE GREEN STRANDEDCOPPER goy°gay i5,2�� C3Q Q' CONNECT TO- ED TWO HOLE LUG. OR EXOTHERMIC SECONDARY OR STRANDEDCGECONTINUOUS TO N, MAR KP /191 T WELD TO BE USED WITH #2 AWG BCW TO GROUND ROD SERVICE NEUTRAL I � POLE GROUNDING '—I—J EXPIRES 06/30/2 TIC POLE GROUND BAR 2" I 1 HOW CERnpY THKT THS PLANS WM � M NO IO � � � W �� IRE S GROUNDING BAR T. 5 N.T.S. MOULDING W/DBL. BOLTCCONLN� I � REi$LB .D ENntNAL UNER LAM OF THE #4 BARE -TINNED, III( ---IF APPIJGA�E)��� - EXISTING FINISHED o i STATE OR81DN" STRANDED COPPER I z SURFACE, TYP. EXISTING i EUG03-022—A CITY OF SPRINGFIELD LIGHT UTILITY POLE GRADE PILE GROUNDING 2329 DORNOCH ST. SPRINGFIELD, OR 97477 EXISTING I I I I LANE COUNTY UTILITYPOLE OVERHEAD DROP —' W/ TRANSFORMERS a I I I L METAL POLE EXOTHERMIC WELD (3 #3/0) 2"C �— CONNECTION TO NEW GROUND ROD SHEET TITLE NEW SMALL CELL GROUND EQUIPMENT CABINET ROD CLAMP 24" ROD 5/8GX08NDLONG GROUNDING DETAILS NEW DISCONNECT — GROUND ROD, COPPER CLAD STEEL MOUNTED BELO 5/8"0 X 8' LONG SMALL CELL (NOT REQUIRED CABINET IF SCL GROUND SHEET NUMBER G-1 GRADE GROUND ROD ROD IS PRESENT) ONE -LINE DIAGRAM SC-N.T.S. 4 HARDWARE DETAIL FOR EXTERIOR CONNECTIONS HG'S 2 GROUNDING DIAGRAM N.T.S.1 Period of use or time of construction: 7am to 6 pm only, unless it's an emerQencil. From Date: 10/02/19 Daily StartTime: 7am To Date: 1 10/09/19 Daily End Time: 6pm STOP: Answer these, Liestions next FX Are you working in the right of way or connecting to City facility? If yes, continue at Step 2a: Work Site Area Are you storing material/objects in the right of way other than during hours of work? If yes, continue at Step F 3: Submit a Work Plan Step 2a: Work Site Area F Cut F- Bore Other: Length Depth Width Height Existing Surface Material: Surface replacement material to be utilized: Backfill material to be utilized: System Connections to City Infrastructure Directions: Submit plans that identify in detail the scope of work to be performed in the City right of way/easement. The work shall be performed by a licensed contractor that is aware of wastewater spills/overflow reporting requirements and City design standards. Your permit shall have specific instructions from the City inspector on how to perform the work. Keep these instructions on site. F- Wastewater Connection r Stormwater Connection r To Stub r Catch Basin/Bubbler r Main Line F- Stub I- Other: F Main Line Description: Safety and Environment You Call 811 or 1-800-332-7.344 Air Quality 48 hours before digging. Type of Dust Control to be utilized: N/A Stormwater Pollution Prevention Directions: The City is required by Federal and State law to monitor the discharge of construction stormwater and site runoff. Applicants shall develop and submit a Stormwater Pollution Prevention Plan (SWPPP) that minimizes to the maximum extent practicable the discharge of sediment and other pollutants to the public stormwater system. Call LDAP with questions, 541 726-5489. Listed below are some of the most common issues on right of way construction projects. How will you address these items on your SWPPP? Please be aware that each project is unique and may present challenges not addressed in this set of examples. F- Dewatering F- Soil Erosion F- Hazardous material storage/spill prevention J- Sawcut slurry runoff F- Site runoff/sedimentation Wastewater Spill/Overflow Prevention Directions: City policy requires that all work performed in the City right of way/easement is in full compliance with DEQ and EPA regulations. No spillage of raw sewage shall occur during construction, including spillage in an open trench or excavation. The contractor shall take all reasonable precaution to avoid spills and shall immediately notify City of Springfield Maintenance or 541 953-3428 in the event of a spill. Plan submittal for Wastewater main line work J- Bypass pumping f- Temporary plugging of sanitary main Traffic Control Plan Criteria for Cit, of S, rin,fi.eld Traffic Control Plan Submittals Directions: You will need to submit a Traffic Control Plan, which will need to be in compliance with the Manual on Uniform Traffic Control Devices (MUTCD) and Oregon Temporary Traffic Control Handbook. Plan Submittal requirements: Submit your Traffic Control Plan (TCP) with the following information on 8.5"x11" or 11 "x17" paper. Fill out and submit this form with your TCP. Page 2 of 3 The TCP shall be a legible hand drawing, or a computer aided design with the following information: Traffic Control Plan form is located at www.si�rinyfie1d.-or.r4ov/menuonlineforms A vicinity map: That includes the north arrow, road names, intersection/driveway access points, curb lines, the work zone, and any special features such as buildings, access points, sight obstructions, that could affect the TCP. Location: Where will the TCP be active? This can be a line drawing of the work zone(s) and/or a map that clearly indicates where traffic control devices will be placed, including spacing and cone tapers. Attachments of the appropriate traffic control diagram(s) as shown in the current MUTCD and/or the ODOT Oregon Temporary Traffic Control Handbook that reflect the work zone may be included as a standard reference. ODOTs Traffic Control Handbook website: www. oregon.goy/ODOT/HWY/TRAFFIC-ROADWAY/docs/ df/0TTCH_06.t-df?,a=t r Traffic Control Plan attached in email to Land Development; LDS@springfield-or.gov No Traffic Control Plan There are no public traffic safety issues with this application. Step 3 -Submit a Work Pan What kind of work plan do you. need? You will need to submit a copy of the work plan, which includes: Site location and vicinity map Identify extent of excavations r include North arrow. r or bore locations. Outline limits of disturbance/ FX of work area. Show location of utilities within right of way. Identify pipe identify staging/material IX size and type, mainline connection location, and storage areas. connection type. Work Plans attached in an email to I. and Development; send to I-DS@springfield-or.gov. Reference site location and name in subject *Construction of ADA ramps or other ADA facilities require submittal of detailed topographic survey and design sheets stamped by a Professional Engineer licensed in the State of Oregon. Design of ADA facilities shall at a minimum meet the current federal Technical Requirements as described in the United States Access Board's 2011 Proposed Accessibility Guidelines for Pedestrian Facilities in the Public Right -of -Way Notice of Proposed Rulemaking (NPRM). Information Fee Encroachment/Placement Permit $335.00 Fees that may apply -A 5% Technology Fee will be applied to the total cost of the permit for processing the application. -A $1030.00 Asphalt deposit is required when the asphalt will be disturbed. -Additional financial security may be required. Deposits and Financial Security Projects involving work within public right of way in the City of Springfield are subject to deposits or other approved forms of financial security that may include performance bonds, set-aside letters, or irrevocable letters of credit. The type of financial security is determined by the project's size, scope, and potential impact to public infrastructure. Examples of typical impacts that will require financial security include asphalt trench cuts and sewer repairs that involve cuts to a main line. Warranties Financial security is held by the City during a warranty period that typically lasts one year and begins when the project passes final construction inspection. The warranty period allows the City to monitor the structural integrity of repairs and determine their long-term viability. Financial security provides the City with the means to repair infrastructure should failures that remain uncorrected by the applicant or applicant's representative occur during the warranty period. A final warranty inspection will be conducted eleven months after the final construction inspection. Financial security will be released when the warranty period has passed final inspection. Restoration of City facilities It will be determined by the Public Works Director at the time of the 11 month inspection as required in Municipal Code 3.222 that the work area in the public right-of-way is in as good a condition or better than it was before the issuance of the encroachment permit.. Municipal Code 3.210 (2). When do you need an Encroachment permit? Municipal code 3.208 Work On or Under Surface—Encroachment Permit Reduired'lhttp://www.gcode.us/codes/sprin5field�) defines when you need an encroachment permit. When do you need a Placement permit? Municipal code 3.224 Placement of Devices_or Structures in the Public Way (http://www:gcode.us/codes/springfield4 defines. when you need a placement permit. Step 5: Signature Signature Nohely Moreno Date: 05/29/19 Check one: f– Owner Fx Applicant F_ Contractor F_ Utility Project Manager uci Council's "One Call Number" 1-800-332-2344, 48 hours , . •:a r,F, Page 3 of 3 Jca \ 0 k (D 0 2 / & k � 4 '$ $■ 2CD =0 § g 0 0 / C) S cD 3r_ w 2 \m 3 E � k � / w k�CD 9a C / ° M § m E = ■ CL - 2 � CD CD \ f / 0 0 \ CD \ ƒ o0 \ \� f f G CL k \ ° $ $ \ 0) eCD CD W • ƒ R /2 \ G S g CD > B ( T / fA & ©j 0) @ o d (A ¥ } -n ■ (D � ■ : \ 7 a)0 ƒ -� -0 CD « } .. z � CL C kjk Q k , ' a m hq AM' NIT q a f CF)CA) ` 0 c CL O 0 k m § 2 o 0 - O M I @ . a c @ cc (0 2 CL0 c _ _ 4 w \ 7 / ƒ Ln fD i & z C kjk 0 ■ ■ c '7L �& m w Q o % _ L f _ co \kj{/\ z c CL c k § o cr - M . c C (0 CD c _ \ 7 / ƒ Ln fD i & z kjk 0 �/hj 2&N�°- '7L �& m w Q o % _ §§�=� _ co \kj{/\ ¥ « ko W 1 , CL