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HomeMy WebLinkAboutPlan, Tentative APPLICANT 2/19/2021SITE PHOTO SITE NAME: CRAN_RWOR_E0002_020 PREPARED FOR =SAT&T POLE#: POLE# SCIP ID#: 20672-018F 19801 TUALAW7 897062. TUALATIN, OR 97062 Vendor: SITE TYPE: WOOD LIGHT POLE/SMARTSTACK POLE AT&TSITE ADDRESS: 4555 MAIN ST y51N2a oMn RUCTURE µ+rs �' e SPRINGFIELD OR 97478 SUITE 200 IRVINE, CA 92614 Js PROJECT lo: P-043481 ar COUNTY: LANE COUNTY Vendor: JURISDICTION: CITY OF SPRINGFIELD SITE INFORMATION VICINITY MAP LOCAL MAP PROJECT DESCRIPTION Vendor: SITE INFORMATION: - PROPOSED SITE BUILD OF AN UNMANNED TELECOMMUNICATIONS SKIP ID # 20672-018F - FAND,k FACILITY, ON AN PROPOSED POLE WITHIN THE PUBLIC RIGHT -OF WAY CONSISTING OF THE FOLLOWING: LATITUDE: 44°02'42.36"N 44.04510 (44.04510) ) LONGITUDE: 122057'18.06"W 122.95502 ( ) SITE ADDRESS: 4555 MAIN ST �: REMOVAL: .. (1) EXISTING WOOD LIGHT POLE SPRINGFIELD, OR 97478 COUNTY: LANE COUNTY m Fir Gmve . `,�..� ® Irving ! •. n, es INSTALLATION: DRAWN BY: MDA JURISDICTION: CITY OF SPRINGFIELD L 9 ; .- ��[ "Y 11 as (1) PROPOSED AT&T SABRE 16 SMARTSTACK POLE CHECKED BY: JMM ZONING CLASSIFICATION: CC CONSTRUCTION TYPE: N/A I Pl]r= 77 , _ 1 _ f + try"-fF as (1) PROPOSED AT&T CANISTER ANTENNA PROPOSED AT&T DISCONNECT/SURGE SUPPRESSOR OCCUPANCY: N/A ADJACENT PARCEL#: 1702324200902 osmnoe:aleQ +•+ 'ti .. (1) •• (3) PROPOSED AT&T CONDUITS RiVerRd ( "iZ as (2) PROPOSED AT&T COMBINERS OVERLAY ZONE: NONE`y� �) SPECIAL AREA SUBZONE: NONE A.D.ACOMPLIANCE: FACILITY IS UNMANNED AND NOT FOR Valley River Center surinanera a v - swRRer S veo HUMAN HABITATION POLE OWNER: SPRINGFIELD UTILITY BOARD oe PbO 65 eFark ® n wenn., LT I Eugene ADDRESS: 1001 MAIN ST. ,,,P o�©y01 n Springfield J� SPRINGFIELD, OR 97477 PHONE: 7443784 ofOn.' n * s C S (541) COII vine VIII •-' APPLICANT /CARRIER: NEW CINGULAR WIRELESS PCS, LLC ('AT&T") ' ^ ' "or ADDRESS: 19801 SW 72ND AVE. ] r � "p''jj�� I TUALATIN, OR 97062 CONTACT: KRISTY WEAVER 'A � MrhnotuPisga/ &'is 1 02/18/21 10096 CDs PHONE: (425) 214-2186 nreoreRm 09oer 1 '- ovine 0 01/19/21 100% CDs ELECTRIC PROVIDER: SPRINGFIELD UTILITY BOARD - tfis - REV DATE DESCRIPTION PHONE: (541) 746-8451 Licensor: PJB OO R7H •FRE S F PROJECT TEAM CODE COMPLIANCE DRIVING DIRECTIONS SHEET INDEX REV. 8919 PE ENGINEER: SRE ACQUISITION: ALL WORK AND MATERIALS SHALL BE PREFORMED AND INSTALLED IN ACCORDANCE WITH CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCATION GOVERNING AUTHORITIES. DIRECTIONS FROM PDX AIRPORT: T-1 TITLE SHEET 0 GN -1 GENERAL NOTES 0 ,qI OREGON N, O 9 9t' 18 20 VINHG 13/1 Z C INFRASTRUCTURE PARTNERS C INFRASTRUCTURE PARTNERS CONTACT: JAMES CHUNG CONTACT: AARON GUDELJ 1. HEAD NORTHWEST ON NE AIRPORT WAY (0.3 MILES) A-1 OVERALL SITE PLAN 0 EXPIRES: 12131@1 EMAIL: jchung@J5IP.com EMAIL: AGUDELJQJ5IP.com COMMERCIAL BUILDING CODE: 2. SLIGHT LEFT TO STAY ON NE AIRPORT WAY (2.4 MILES) A-1.1 DEMO SITE PLAN 0 PHONE: (949) 247-7767 x 111 PH: (805) 298-3091 OREGON STRUCTURAL SPECIALTY CODE (OSSC)-2014 3. SLIGHT RIGHT ONTO THE INTERSTATE 205 S RAMP TO INTERSTATE 205 S RAMP TO INTERSTATE 84 A-2 ENLARGED SITE PLAN 0 AT&T CONSTRUCTION MANAGER: CONSTRUCTION MANAGER: COMMERCIAL ELECTRICAL CODE: (0.5 MILES) 4. MERGE ONTO I-205 S (2.6 MILES) A-3 lA LETTER AND SURVEY - A-4 ELEVATIONS 0 MEOPUNDERMYFDIIRECT THESE SIONANDTHAT I" DULY REGISTERED ENGINEER UNDERTHE LAWS OFTHESTATE OF OREGON CONTACT: CHARLIE PITT JS INFRASTRUCTURE PARTNERS OREGON ELECTRICAL SPECIALTY CODE (OESC)-2017 5. TAKE EXIT 21 B TO MERGE ONTO I-84 W (5.4 MILES) A-5 ELEVATIONS 0 EMAIL: cp]261@att.com CONTACT: DEVIN TAYLOR 6. TAKE THE EXIT ON THE LEFT TOWARD SALEM (0.4 MILES) D-1 DETAILS 0 AT&T Site ID: PH: 971-295-6924 PH: (503) 309-1380 TO OBTAIN LOCATION OF PARTICIPANTS 7. MERGE ONTO I-5 S (1.1 MILES) D-2 DETAILS 0 UNDERGROUND FACILITIES BEFORE YOU DIG IN OREGON, CALL OREGON 8OR 8. KEEP RIGHT TO STAY ON I-5 S (106 MILES) RF -1 RF WARNING SIGNS 0 CRAN_RWOR_EUG02_020 AT&T RF ENGINEER: ARE MANAGER: UTILITY NOTIFICATION CENTER 9. TAKE EXIT 194A TO MERGE ONTO OR -126 E (1.2 MILES) E-1 PLUMBING DIAGRAM & DC POWER SCHEMATIC 0 CONTACT: CHRIS OSGOOD J5 INFRASTRUCTURE PARTNERS TOLL FREE: 1-800-332-2344 OR ! 10. TAKE THE 42ND ST/MARCOLA EXIT (0.4 MILES) G-1 GROUNDING DETAILS 0 G-2 TYPICAL GROUNDING DIAGRAM 0 20672-018F EMAIL: co3884Qatt.com CONTACT: JOSH MALBERG www.di safel ore on.com g y g 11. TURN RIGHT ONTO N 42ND ST (1.0 MILES) EMAIL: jmalberg@j5ip.com OREGON STATUTE 12. TURN LEFT AFTER TACO BELL (ON THE RIGHT) 0.4 MILES) PH: (208) 316-1897 Know what's below. REQUIRES MIN OF 2 13. TURN RIGHT ONTO S 46TH ST (236 FT) AND THE SITE WILL BE ON YOUR RIGHT 4555 MAIN ST WORKING DAYS NOTICE Call before you dig. BEFORE YOU EXCAVATE SPRINGFIELD, OR 97478 AT&T PROJECT MANAGER: PROJECT MANAGER: Sheet Title: CONTACT: WENDY LONG J5 INFRASTRUCTURE PARTNERS LEGAL DESCRIPTION EMAIL:wl729k@att.com CONTACT: DAVE BARNES PH: (206) 321-1116 EMAIL: DBarnes@j5ip.com TITLE SHEET PH: (208) 939-7631 RIGHT-OF-WAY Sheet Number: DO NOT SCALE DRAWINGS 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 SITE WORK GENERAL NOTES 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 CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES, SUBCONTRACTOR SHALL 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 SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND PROJECT SPECIFICATIONS. 4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 5. 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 DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF CONTRACTOR, OWNER, AND/OR LOCAL UTILITIES. 6. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE. 7. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EQUIPMENT AND TOWER AREAS. 8. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW, OR ICE SHALL BE PLACED IN ANY FILL OR EMBANKMENT. 9. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 10. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT, OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE AND STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE PROJECT SPECIFICATIONS. 11. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. 12. NOTICE TO PROCEED - NO WORK TO COMMENCE PRIOR TO COMPANY;S WRITTEN NOTICE TO PROCEED AND THE ISSUANCE OF A PURCHASE ORDER. 13. 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 PLANS SHALL ADHERE TO ANSI/TIA-1019 (LATEST EDITION) INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION. GENERAL NOTES 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: CONTRACTOR - J5 INFRASTRUCTURE PARTNERS SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) CARRIER - AT&T OEM - ORIGINAL EQUIPMENT MANUFACTURER 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE THEMSELVES, WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORM CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF THE 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. 6. "KITTING 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. 8. 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, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT THE SUBCONTRACTOR'S EXPENSE; TO THE SATISFACTION OF THE 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. ABREVIATIONS AND SYMBOLS: ABREVIATION AGL ABOVE GRADE LEVEL BTS BASE TRANSCEIVER STATION (E) EXISTING MIN MINIMUM REF REFERENCE RF RADIO FREQUENCY T.B.D. TO BE DETERMINED T.B.R. TO BE RESOLVED TYP TYPICAL REQ'D REQUIRED EGR EQUIPMENT GROUND RING AWG AMERICAN WIRE GAUGE MOB MASTER GROUND BAR EG EQUIPMENT GROUND BCW BARE COPPER WIRE SIAD SMART INTEGRATED ACCESS DEVICE IRG INTERIOR GROUND RING (HALO) RBS RADIO BASE STATION SYMBOLS: S/G SOLID GROUND BUS BAR 5 N SOLID NEUTRAL BUS BAR g°- SUPPLEMENTAL GROUND CONDUCTOR o�a 2 -POLE THERMAL -MAGNETIC CIRCUIT BREAKER A� SINGLE POLE THERMAL -MAGNETIC GRADE TO ABOVE GRADE MUST BE #2 TINNED CIRCUIT BREAKER 8 CHEMICAL GROUND ROD BELOW GRADE TO WITHIN 3" TO 6" OF TEST WELL Q' DISCONNECT SWITCH END OF THE LIQUID TIGHT CONDUIT MUST BE METER (ADD EXOTHERMIC WELD (CADWELD) GROUND STANDARD DETAIL AS WELL). (UNLESS OTHERWISE NOTED) VDC NEG* MECHANICAL CONNECTION GROUNDING WIRE ELECTRICAL INSTALLATION NOTES 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 SHALL 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, Y" PLASTIC ELECTRICAL TAPE W/ UV PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM W/ NEC AND OSHA. 7. ALL ELECTRICAL COMPONENTS SHALL BE LABELED W/ THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (I.E. PANEL BOARD AND CIRCUIT ID'S). 8. PANEL BOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHAL BE CLEARLY LABELED WITH PLASTIC LABELS. 9. ALL TIE 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 (#14 AWG OR LARGER), 60OV, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90-C (WET & DRY) OPERATION LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED UNLESS OTHERWISE SPECIFIED. 11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (#6 AWG OR LARGER), 60OV, OIL RESISTANT THHN OR THWN-2 GREEN INSULATION CLASS B 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 (#14 AWG OR LARGER), 50OV, OIL RESISTANT THHN OR THWN-2, CLASS B 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 RATE FOR OPERATION AT NO LESS THAN 75'C (90-C IF AVAILABLE). 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 (EMT) OR RIGID NONMETALLIC CONDUIT (I.E. RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 16. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (EMT) 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/90'S AND ALL APPROVED ABOVE GRADE PVC CONDUIT. 18. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE 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 FITTING ARE NOT ACCEPTABLE. 20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND NEC. 21. WIREWAYS SHALL BE EPDXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS, SHALL BE CONDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) 22. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON PERFORATED STRAPS AND HANGERS. 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 AROUND OBSTACLES SHALL 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 SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. 23. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED 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 DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. 28. INSTALL PLASTIC LABEL ON THE METER CENTER TO SHOW "####". 29. ALL CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. GROUNDING NOTES 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTING 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 -POTENTIAL 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 FITTING 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 BTS; #2 AWG SOLID TINNED COPPER FOR OUTDOOR BTS. 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. 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE #2 AWG SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. 9. ALUMINUM CONDUCTORS OR COPPER CLAD STEEL CONDUCTORS 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. 18. BOND ALL METALLIC OBJECTS WITHIN 6FT OF MAIN GROUND WIRES WITH 1-#2 AWG TIN-PLATED COPPER GROUND CONDUCTOR. 19. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS, WHEN IT IS REQUIRED TO BE HOUSED IN A CONDUIT, SAID CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (I.E. NON-METALLIC MATERIAL 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 LEG 1 FROM 24" BELOW GRADE TO WITHIN 3" TO 6" OF CAD -WELD TERMINATION POINT. THE EXPOSED END OF THE LIQUID TIGHT CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). DESCRIPTION PHASE./CODE LETTER WIRE COLOR 240/120 10 LEG 1 HIACK LEG 2 RED WHITE AC NEUTRAL N GROUND (ECC) G GREEN VDC POS + 'RED -POLARITY MARK AT TERMINATION VDC NEG* BLACK-POLARITY MARK AT TERMINATION 240V OR 20BV, 30 PHASE A BLACK PHASE B RED (ORG. IF HI LEG) PHASE C BLUE 48OV, 30 PHASE A BROWN PHASE B ORANGE PHASE C YELLOW * SEE NEC 210.5(C)(1) AND (2) PREPARED FOR AT&Ti 19801 SW 72ND AVE. TUALATIN, OR 97062 Vendor: G1 5INFRASTRUCTURE /R A R T N E R 3 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 J5 PROJECT ID: P-043481 Vendor: 1 02/18/21 100% CDs 0 01/19/21 100% CDs REV DATE DESCRIPTION Licensor: pi EXPIRES: 12131/21 I HEREBY CERTIFY THAT THESE EDAM WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM NLY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF OREGON AT&T Site ID: CRAN-RWOR-EUG02-020 20672-018F 4555 MAIN ST SPRINGFIELD, OR 97478 Sheet Title: GENERAL NOTES Sheet Number: GN -1 INFORMATION SHOWN BELOW FOR DEPICTION PURPOSES ONLY. ALL DATA GATHERED FROM PUBLIC RECORDS AND GENERATED FROM AERIAL IMAGES AND SITE VISITS. INFORMATION , DOES NOT CONSTITUTE A LEGAL BOUNDARY SURVEY AND SHOULD NOT BE USED FOR 0 SURVEYING OR OTHER RELATED PURPOSES. c. STRUCTURAL ANALYSIS IS UNDER A SEPARATE PERMIT BY OTHERS. oa j Dp o � Quo 0 K:1 v OVERALL SITE PLAN MAIN ST. 0 nL Dp �O &E7 24"x36" SCALE: 1" = 10'-0" PREPARED FOR AT&T 19801 SW 72ND AVE. TUALATIN, OR 97062 Vendor: '5 INFRASTRUCTURE 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 J5 PROJECT ID: P-043481 Vendor: 1 02/ 18/21 100% CDs 0 01/19/21 100% CDs REV DATE DESCRIPTION Licensor: pi EXPIRES: 12I31Y11 I HEREBY CER1IEY THAT THESE EDAM WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM NLY REGISTERED ENGINEER UNDER THE LAWS OETHE STATE OF OREGON AT&T Site ID: C RA N-RWOR-EUG02-020 20672-018F 4555 MAIN ST SPRINGFIELD, OR 97478 Sheet Title: OVERALL SITE PLAN Sheet Number: A-1 1 INFORMATION SHOWN BELOW FOR DEPICTION PURPOSES ONLY. ALL DATA GATHERED FROM PUBLIC RECORDS AND GENERATED FROM AERIAL IMAGES AND SITE VISITS. INFORMATION DOES NOT CONSTITUTE A LEGAL BOUNDARY SURVEY AND SHOULD NOT BE USED FOR SURVEYING OR OTHER RELATED PURPOSES. TE: TO BE REMOVED AND DISPOSED OF IN A CD L LEGAL MANNER. oa o0� Dp Qa o0 �Dpoo "0 0 o � O 0 Quo 0 K:1 v OVERALL SITE PLAN MAIN ST. a PREPARED FOR AT&T 19801 SW 72ND AVE. TUALATIN, OR 97062 Vendor: '5 INFRASTRUCTURE 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 J5 PROJECT ID: P-043481 Vendor: (E) TREES (TYP) 04 C3 00 0 ZdOQd �d� a� 24"x36" SCALE: 1" = 10'-0" 10 5 0 10' 1 02/18/21 100% CDs 0 01/19/21 100% CDs REV DATE DESCRIPTION) Licensor: pi EXPIRES: 12I31Y11 I HEREBY CER1IFY THAT THESE EDAM WERE PREPARED BY ME OR UNDERMY DIRECT SUPEWISIONANDTHAT I AM ,ULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF OREGON AT&T Site ID: C RA N—RWOR—EUG02-020 20672-018F 4555 MAIN ST SPRINGFIELD, OR 97478 Sheet Title: DEMO SITE PLAN Sheet Number: A-1.1 1 NOTE: 1. CONTRACTOR SHALL RE -INSTALL ALL EXISTING STREET SIGNS AS NEEDED ON NEW POLE. V-7 2. INSTALL RF WARNING SIGNS PER MANUFACTURER SPECIFICATIONS AS REQUIRED BY ( O LAW OR BY THE POLE OWNER. NO ADDITIONAL SIGNAGE WILL BE POSTED. l 3. PROPOSED CONDUITS TO BE ROUTED INSIDE POLE. IC V I a 4. NEW EQUIPMENT TO BE PAINTED WITH RF TRANSPARENT, OUTDOOR RATED PAINT TO EPLACEMENT POLE. 5. Flt ER TOATCH RBE PROVIDED BY OTHERS UNDER SEPARATE PERMIT. 7 a I 6. ALL LANDSCAPING AND SPRINKLERS SHALL BE RESTORED TO ORIGINAL CONDITION OR I BETTER. V J 7. ANY DISTURBED CONCRETE/BRICKWORK IN EXISTING SIDEWALK TO BE REPAIRED TO MATCH CURRENT CONDITIONS AND CODE. STRUCTURAL ANALYSIS OF NEW POLES ARE BY OTHERS. _ \/ Z'11 AT&T IS RESPONSIBLE FOR MAKE READY COORDINATION AND CONSTRUCTION. / 1 \ \\\ I (P) AT&T WORK AREA / � I (E) TREES (TYP) (P) AT&T HAND HOLE v (P) AT&T BELOW GROUND POWER n 17 �7 ROUTE WITHIN 270 CONDUIT �a (E) HAND HOLE Z - a � V Q [3 1�1 IT, �\1 (1) (P) AT&T SABRE 16" SMARTSTACK POLE 0 3'-3" I o� f(E) BUILDING/ PARCEL#: 1702324200902 — - o I (E) LUMINAIRE an c5 I � I I I I I I I „V I >a I I i V) I I NO I N I (E) PROPERTY LINE (TYP) --- 22 — — — — — — — — — — D '• /� 0 D 'A C7 (C. L. OF STREET TO POLE) / i 19,_3,' PARCEL#:1702324200900 I V (C.L. OF STREET TO POLE) - - o 30'-0" j\ I (TO C.L. OF STREET) ENLARGED SITE PLAN 24"x38" SCALE: 3/8" = 1'-0" 2' 1' 0" 2' PREPARED FOR AT&T 19801 SW 72ND AVE. TUALATIN, OR 97062 Vendor: )5 INFRASTRUCTURE 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 J5 PROJECT ID: P-043481 Vendor: pi EXPIRES: 1211 I HEREBY CERTIFY THAT THESE EDAM WERE PREPARED BY ME OR UNDER MY DIRECT SUREMISION AND THAT I AM ,ULY REGISTERED ENGINEER U BIER THE LAWS OF THE STATE OF OREGON AT&T Site ID: CRAN_RWOR_EUG02_020 20672-018F 4555 MAIN ST SPRINGFIELD, OR 97478 Sheet Title: SITE PLAN Sheet Number: A-2 1 PREPARED FOR __O� AT&T 19801 SW 72ND AVE. TUALATIN, OR 97062 1A SURVEY CERTIFICATION SCIP ID#: PUX20672-018 o I L a NAD 83 ➢' y�j ; " Gs x a wl CONCRETE + WALK. LAT - 44°02'42.36" N j I Vendor: �PAIN�F+IE+LD I (44.04510) 5INFRASTRUCTURE l x x w z I a LONG - 122°57'18.06" W 2030 MAIN ST. 2 G a FSTI g °� 2� �, �� d v n_ (-122.95502) SUITE 200 IRVINE, CA 92614 N Q d� J ELEV = 491.07' NAVD 88 J5PRoJeCTID: P-043481 Z Z co DS SITE h S G I Vendor: HT.=30.7' ^ 8 57 H g v d I HT. =29.3' MAIN STI - __3- - 4 DIA.-030' 11 i � BT.=28.3` , � 0J M Vendor: r I OREGON AVET a d L.=5.9 x mCAMELUA ST F C— I :zI J`' ` VIRGONfA AVE. DA15Y ST /7 y - - Q I z ti 500 I t r^ti '•- FORSYTHIA DREJ I � ^ CH£ROK£E DR - s�-- -, - �— DOUGLgspq z PARCEL --- ii 1702324200902 z O I DRAWN BY: DA M -- Mount I CHECKED BY: JMM = L Verna + I I r JASPER R0 CM 92 0 M l y I d ! At V GEOGRAPHIC CC)ORDINATES V F n ` d LATITUDE: 44°02'42.35 N (44.04510) (NAD 83) W J CENTER OF SUBJECT LONGITUDE: 122°57'18.06" W (-122.95502) (NAD 83) , I POLE -SEE DETAIL GROUND ELEVATION: 491.07 FEET (NAVD 88) z I + I HEIGHT: 'd @ TOP OF POLE: 29.30 FEET (AGL) I I @ TOP OF LIGHT: 30.73 FEET (AGL) - DIA. =0.89' uR I 1 02/18/21 100% CDs y� EL.=491.DT ® w' 2379 1 r 0 01/19/21 100% CDs REV DATE DESCRIPTION DATE OF SURVEY: MAY 29, 2020 "I zooa o 1400 2000 4000 RE: SCIP ID PD7C2D672-018 # a PAA II P OLE DETAIL TA I L Licensor: 153 S 46TH ST 1702324200900 J s SPRINGFIELD, OR 97478 1 INCH = 2000 FEET ��'' ,, - NOT TO SCALE - F 89198PE �r- $ y 30'70 CL I CERTIFY THAT THE LATITUDE AND THE LONGITUDE SHOWN ABOVE ARE =,h ` ° . j 60r TO ROW ' OREGON a ), 3,20 �SVINHG�Z ACCURATE TO WITHIN +15 FEET HORIZONTALLY AND THAT THE SITES I REGISTERED Ig/ZI ELEVATION IS ACCURATE TO WITHIN +3 FEET VERTICALLY, WHICH MEETS i PROFE5510NAL EXPIRES: 12131/21 1A STANDARDS AS DEFINED ON THE FAA ASAC INFORMATION SHEET oCo d' I I I I LAND SURVEYOR 91:003. THE HORIZONTAL DATUM (GEOGRAPHIC COORDINATES) ARE IN LEGEND: I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED BY TERMS OF THE NORTH AMERICAN DATUM OF 1983 NAD 83 AND ARE ( ) REGISTERED POWER POLE WATER METER TREE - DECIDUOUS ME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM DULY REGISTERED ENGINEER UNDER THE LAWS OETHE STATE OF OREGON' EXPRESSED AS DEGREES ( ), MINUTES ( ), AND SECONDS ( ). TO PROFESSIONAL uR UTILITY RISER D4 WATER VALVE TREE - CONIFER THE NEAREST HUNDREDTH OF A SECOND. THE VERTICAL DATUM LAND SURVEYOR OREGON Ra GAS VALVE � WATER SPIGOT - SHUTOFF DECEMBER 30, 2014 AT&T Site ID: (ELEVATION AMSL) IS IN TERMS OF THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88)_ J6 CO 0 SANITARY CLEANOUT IRRIGATION CONTROL VALVE ANDREW JOHN PLETT 78538PLS CRAN-RWOR-EUG02-020 ROW LINES SHOWN ARE APPROXIMATE, BASED ON GIS DATA, AND NOT A BOUNDARY SURVEY Date: 6/1/2020 OREGON Date: 6/1/2020 RENEWS 12/31/20 SHEET 20672-018F ■ Proj No: 2019-177-18 DECEMBER 30, 2010 ■ Proj No. 2019-177-18 1 OF 1 ANDREW JOHN PLETT Prepared: C.M.I. SHEET 4858 SW SCHOLLS FERRY RD, SUITE A www.sficnds.com 78538PL5 Prepared. C.M.I. 4858 SW SDHOLLS FERRY RD, SUITE A www.sflunds.com 4555 MAIN ST PORTLAND, OR 97225 infoQ3fcnds.com Checked: A.J.P. 1 OF 1 PORTLAND, OR 97225 infoCsflunds.com Scale: 1"=10' PDX20672-018-F SPRINGFIELD, OR 97478 503-345-0328 (RENEWS 12/31/20 503-345-0328 Sheet Title: 1A LETTER AND SURVEY Sheet Number: A-3 I A LETTER o 2 SURVEY oR 1 PREPARED FOR AT&T 19801 SW 72ND AVE. TUALATIN, OR 97062 Vendor: T.O. PROPOSED AT&T CANISTER ANTENNA ELEV. 36'-0" (A. G.L.) (1) (P) AT&T CANISTER ANTENNA SEE DETAIL e D-1 '51NFRASTRUCTURE 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 RAD CENTER OF PROPOSED AT&T CANISTER ANTENNA J5 PROJECT io: P-043481 Y ELEV. 35'-0"(AG L.) o J (1) (P) AT&T NOKIA AIRSCALE RRH p_1 SEE DETAILe Vendor: � rJ (E) LUMINAIRE L� TIT T.O. (E) LUMINAIRE T.O.S. PROPOSED AT&T SABRE 14" SMARTSTACK POLE ELEV. 31'_O. (A. G.L.) ELEV. 30'-8" (A. G.L.) 00 T.O. (E) WOOD LIGHT POLE ELEV. 29'-4" (A. G.L.) IIpI PROPOSED LUMINAIRE ELEV. 30'-8" (A. G. L.) (E) LUMINARE I 14" Vendor: 1'll II I 4"x8" ACCESS III PORT DRAWN BY: MDA JIII CHECKED BY: JMM I I I ALL (P) AT&T CABLES TO BE RUN INSIDE POLE '�IdI 1� I (1) (P) AT&T SABRE 14" IIII SMARTSTACK POLE VIII T.O. EQUIPMENT BAY SMARTSTACK POLE ryI1°q ELEV. 15'-8" (A.G.L.) (� EQUIPMENT BAY WITH (P) (2) AT&T COMBINERS I SEE DETAIL IIII I I I D-1 1 02/18/21 100% CDs 0 01/19/21 100% CDs REV DATE DESCRIPTION III'II T.O. EQUIPMENT BAY SMARTSTACK POLE ll (E) WOOD LIGHT POLE (TO BE REPLACED) EQUIPMENT BAY FOR FUTURE AT&T EQUIPMENT Licensor: F�r 89198PE ELEV. 10'-8" (A.G. L.) � VIII I T.O. UTILITY BAY SMARTSTACK POLE UTILITY BAY WITH: (P) AT&T DISCONNECT /SURGE SUPPRESSOR SEE DETAIL 3 D-1 OREGON ,p 99Y19 2% F&VIG�'Z 18/Z1 EXPIRES: 12131121 ELEV. 5'-8" (A.G.L.) ��� (E) HAND HOLE 10"x12"ACCESS PORT IIII HAND HOLE I HEREBY CERTIFY THAT THESE Puna W ERE PREPARED BY ME OR UNDERMY DIRECT SUPE IISION ANO THAT i AM DULY REGISTERED ENGINEER UNDERTHE uwSOFTHESTATE OF OREGON(E) GRADE/SIDEWALK 2(E) ) AT&T HAND HOLE FINISHED GRADE !I FINISHED GRADE (E) GRADE/SIDEWALK AT&T Site ID: V ELEV. 0'-0„ V ELEV. O,_O.. I I J J I CRAN_RWOR_EUG02_020 m 20672-018F (P) UNDERGROUND FIBER AND POWER ROUTES (UNLESS OTHERWISE INDICATED FIBER AND ELECTRICAL WORK TO BE PERMITTED AND PERFORMED BY OTHERS) 4555 MAIN ST SPRINGFIELD, OR 97478 I I NEW FOUNDATION PER POLE le I MAN UFACTURERSPECIFICATIONS D-2 I Sheet Title: ELEVATIONS Sheet Number: A-4 EXISTING NORTH ELEVATION 24"x36" SALE: 3/8" = 1'-0"2® 2 PROPOSED NORTH ELEVATION 24"x36" SCALE: 3/8" = 1'-0" Z I PREPARED FOR AT&T 19801 SW 72ND AVE. TUALATIN, OR 97062 Vendor: T.O. PROPOSED AT&T CANISTER ANTENNA �51NFRASTRUCETURE ELO 36'-0"(A.G.L.) (1)(P)AT&T CANISTER ANTENNA SEE DETAIL 2e 2030 MAIN ST. SUITE 200 D-1 IRVINE, CA 92614 RAD CENTER OF PROPOSED AT&T CANISTER ANTENNA J5 PROJECT ID: P-043481 Y ELEV. 35'-0"(AG L.) (1) (P) AT&T NOKIAAIRSCALE RRH SEE DETAIL(Z) Vendor: o p_1 (E) LUMINAIRE I 1z (E) LUMINARE T.O. (E) LUMINAIRE T.O.S. PROPOSED AT&T SABRE 14" SMARTSTACK POLE ELEV. 30'-8" (A.G.L.) ELEV. 31'-0" (A.G.L.) TOE) WOOD LIGHT POLE PROPOSED LUMINAIRE Vendor: ELEV. 29'-4" (A.G.L.) ELEV. 30'-8" (A.G.L.) III' 14" j I I i DRAWN BY: MDA IIII CHECKED BY: JMM 1� III' i ALL (P) AT&T CABLES TO BE RUN INSIDE POLE I I �I III I (1) (P) AT&T SABRE 14" G\LI SMARTSTACK POLE I III T.O. EQUIPMENT BAY SMARTSTACK POLE I ((p � ELEV. 15'-8" (A.G.L.) EQUIPMENT BAY WITH (P) (2) AT&T COMBINERS AND (1) NOKIA J III AIRSCALE RRH 3 I D-1 1 02/18/21 100% CDs 0 01/19/21 100% CDs PERF. SCREEN VENTS FOR REV DATE DESCRIPTION IIII T.O. EBAY SMARTSTACK POLE CONVECTIVE COOLING, 2 PLACES 0'QUIPMENT ELEV. 1-8" (A.G.L.) I EQUIPMENT BAY Licensor: 1 I fill ` (E) WOOD LIGHT POLE (POLE#) FOR FUTURE AT&T EQUIPMENT ^89198PEo I11 �I III T.O. UTILITY BAY SMARTSTACK POLE T.5'-8" (A.G.L.) UTILITY BAY WITH: (P) AT&T DISCONNECT / SURGE SUPPRESSOR SEE DETAIL 3 D-1 OREGON a 0'.O 9�FSVINWIA 21 i 18/ `�EXPIRES: (E) HAND HOLE 10'k12"ACCESS PORT 12131/21 III' (E) HAND HOLE I'� {M�rU4+l 11 (E) GRADE/SIDEWALK \I m (P) AT&T HAND HOLE I HEREBY CERTIFY THAT THESE Puna WERE PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ENGINEERUNDER THE LAWS OETHE STATE OF ORUGGB m AT&T Site ID: IN GRADE FINISHED GRADE ELEV. 0'-0" ELEV. 0'-0" CRAN_RWOR_EUG02_020 I I E E� 20672-018F (P) UNDERGROUND FIBER AND POWER ROUTES (UNLESS OTHERWISE INDICATED FIBER AND ELECTRICAL WORK TO BE PERMITTED AND PERFORMED BY OTHERS) 4555 MAIN ST NEW FOUNDATION PER POLESPRINGFIELD, 1 OR 97478 MANUFACTURER SPECIFICATIONS p_2 Sheet Title: s ELEVATIONS Sheet Number: A-5 EXISTING EAST ELEVATION 24"x36" SALE: 3/8" = 1'-0" 2® 2 PROPOSED EAST ELEVATION 24"x36" SCALE: 3/8" = 1'-0" B46 NOKIA AIRSCALE RRH FOR LAA (ARIA): QUASI OMNI 12 -PORT CANISTER ANTENNA PREPARED FOR MANUFACTURER: NOKIA MANUFACTURER: KMW CORE UNIT SIZE PART NUMBER: FX-OM2L10H2 (DC VERSION): 11.6" x 9.6' x 1.8" (H x W x D) DIAMETER: 16' INTERFACE: 2 CPRI PORTS FOR FRONT -HAUL (2x9.8 GB/S) HEIGHT: 24" POWER INPUT: DC: -40.5V TO -57V WEIGHT WO/MOUNT: 34.2 LBS �� AT&T CORE UNIT WEIGHT: 11.0 LBS VOLUME: 3.1416 (0.66666 FT)A2 x (2 FT) = 2.79 CUBIC FEET VOLUME: 0.116 CUBIC FEET 19801 SW 72ND AVE. TUALATIN, OR 97062 16' Vendor: C1.6 '5 INFRASTRUCTURE 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 J5 PROJECT ID: P-043481 Vendor: ° O COC 0 0 o 0 0 COC 0 N O Vendor: O 0 ISOMETRIC VIEW O O O O 11.6" O O DRAWN BY: MDA O p O o O CHECKED BY: JMM O BOTTOM VIEW FRONT VIEW BOTTOM VIEW RADIO SPECIFICATION 4 ANTENNA SPECIFICATIONS 2 N.T.S. N.T.S. SURGE PROTECTION BOX MANUFACTURER: RAYCAP PART NUMBER: RCCAC-1333-PS-240-A WEIGHT: 8 LBS DIMENSIONS (LxWxH): 9.38" x 5.58" x 10.43" VOLUME: (0.781 FT) x (0.557FT) x (0.869 FT) = 0.378 CUBIC FEET 1 02/18/21 100 CDs 0 01/19/21 100% CDs REV DATE DESCRIPTION 5.58" 9.38" 5.06" Licensor'. 8.59" �r 89198PE B 9YOREGON ,a O 9 13,2� �FSVINHG�Z 18�Z1 EXPIRES: 12131/21 06 _ _ o c6 M o cER M THAT THESE EW ISIwNA PREPARED 9v HEREBY OR DIRECT ANOTHAT AM MERE UNDER OI UNDERISQV DULY REGISTERED ENGINEER EGGER THE Wws OF THE STATE E OF OREGON AT&T Site ID: O CRAN RWOR EUG02 020 20672-018F SIDE VIEW FRONT VIEW M40 GLANDS CAN BE 4555 MAIN ST REPLACED BY 1-1/4" NPT SPRINGFIELD, OR 97478 CONDUIT FITTINGS Sheet Title: E] ❑ DETAILS o pp o O O Sheet Number: D_1 0 AC DISCONNECT W/ SURGE PROTECTION SPECIFICATION BOTTOM VIEW ONOTUSED N.T.S. N.T.S. IIS C C V N.T.S. 8 7 6 PART LIST ITEM QTY /M P/N DESCRIPTION 1 2.12 CLI.YDS 112503 REBAR #6 (3/4") GRADE 60 CONCRETE, 1 CYD BATCH, 150 PCF 2 11 Each 410250 REBAR, #4 (1/2"), PREBENT 30" DIA 3 91.00 FT 12 REBAR #6 (3/4") GRADE 60 4 8.08 FT 1 TUBE, SLEEK, 36" 5 4 Each C4004105B ANCHOR BOLT 1" X 51" F1554 GR105 6 2 Each SM00100 ANCHOR BOLT TEMPLATE, 19 1/2" BC 7 2 Each SWO0378 LIFTING LUG, PIER, 3" X 18 5/8" X 1" 8 FT CONDUIT, G -PVC, 2" 9 8 Each CONDUIT, G -PVC, 2", 90 DEGREE SWEEP BE 10 12 Each COUPLING, G -PVC, 2" 11 12 FT CONDUIT, G -PVC, 3/4" 13 1 Each CONDUIT, G -PVC, 3/4", 90 DEGREE SWEEP BE 14 3 Each COUPLING, G -PVC, 3/4" 5 2 1 CUT LIST ITEM P/N DESCRIPTION LENGTH WIDTH PC 3 112503 REBAR #6 (3/4") GRADE 60 91.00 in 12 8 410250 CONDUIT, G -PVC, 2" 48.00 in 8 12 410198 CONDUIT, G -PVC, 3/4" 36.00 in 1 12 410198 CONDUIT, G -PVC, 3/4" 12.00 in 1 NOTES: 1. ALL ANCHOR BOLTS AND VERTICAL REINFORCING BARS ARE TO BE SECURELY TIED BEFORE CONCRETE IS PLACED SO THEY WILL REMAIN PARALLEL TO THE CENTERLINE OF THE PIER. 2. ALL EXPOSED CONCRETE CORNERS ARE TO BE CHAMFERED 3/4 INCH. 3. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60 DEFORMED BARS. 4. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 5000 PSI, IN ACCORDANCE WITH ACI 318-11. 5. REINFORCING STEEL TO HAVE A 3" MINIMUM CONCRETE COVER. 6. ANCHOR BOLTS 1"0 X 4'-3" (F1554 GR105) ON A 19 1/2"0 BOLT CIRCLE (4 REQ'D). 7. CONCRETE REQUIRED 2.12 CUBIC YARDS. 8. LAP SPLICES OF ADJACENT CIRCULAR TIES SHALL BE POSITIONED ON ALTERNATE SIDES. E SECTION AA 7 -5° X 3/4" ;HAMFER I 3'-0"[36]" DIA IT nu IN 1 v 1L vv #4 TIES W/(3) IN TOP 5" AND THEN -1/C SPACING VERTICAL SPACED) (12) #6 VERTICAL (EVENLY SPACED) O q 1 X11) 300 #4 REBAR TIES 0 SECTION B -B PRODUCU S51AE000I DESCRIPTION : CONCRETE PIER 3'0" X 8'1" (4) 1 "0 X 4'-3" ANCHOR BOLTS ON A 0 0 PREPARED FOR AT&T 19801 SW 72ND AVE. TUALATIN, OR 97062 Vendor: �51NFRASTRUCTURE 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 J5 PROJECT ID: P-043481 Vendor: �FS�IM-1G�Z 18�Z1 EXPIRES: 12I31P11 • I HEREBY CER1IEY THAT THESE PLAINS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF OREGON AT&T Site ID: _ A 1 CRAN_RWOR_EUG02_020 20672-018F 19 1 /2"B.C. 4555 MAIN ST SPRINGFIELD, OR 97478 Sheet Title: 6 5 4 3 2 1 DETAILS Sheet Number: D-2 M RF WARNING SIGNS \VAILABLE FROM EXCEL SIGN AND DECAL: 1tt ps: //www.weneeds ig ns. com /prod uct. ph p? prod uct id=171904&cat=1135&page= l -LICK ON AT&T 'H: 510-651-0445 401 -DC -16 1"x6' NOTICE DECAL FOR 1 FOOT DISTANCE" VYVYL DECAL WITH ADHESIVE BACKING ORDER COMES IN A PACK PF 25. PLACE THREE NOTICE STICKER EQUALLY SPACED AROUND THE BOTTOM OF THE ANTENNA RADOME RF WARNING NOTICE SIGN AT ANTENNA WIIM M AT&T TGA R D_002 1=800=638=2822 USID: 192355 - IDENTIFICATION SIGN AT DISCONNECT SITE NAME SHOWN IS FOR EXAMPLE PURPOSES ONLY. THE APPROPRIATE SITE NAME SHALL BE INDICATE AT EACH SITE USID NUMBER SHOWN IS FOR EXAMPLE PURPOSES ONLY. THE APPROPRIATE USID NUMBER SHALL BE INDICATE AT EACH SITE 5" NOTICE 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 MONITORING IF WORKING NEAR ACTIVE ANTENNAS. IN ACCORDANCE WITH FEDERAL COMMUNICATION COMMISSION RULES ON RADIO FREQUENCY EMISSIONS 47 CFR 1.1307(B) 5" (3 DIGITS REE 000 NETWORK OPERATION CONTROL CENTER (NOC) 1-800-264-6620 NODE ID #12 THIS SITE IS COMPLIANT WITH FCC RULES FOR BOTH OCCUPATION AND CONTROLLED AND GENERAL PUBLIC OR UNDERCINTROLLED STAY BACK A MINIMUM OF 4 FEET FROM ANY ACTIVE ANTENNA TO DEACTIVATE ANTENNA CALL THE N.O. PHONE NUMBER BEFORE OPERATING DISCONNECT REENTER I.D. NUMBER SHOWN IS FOR EXAMPLE PURPOSES ONLY. THE APPROPRIATE NODE I.D. SHALL BE INDICATE AT EACH NODE NODE NUMBER SHOWN IS FOR EXAMPLE PURPOSES ONLY. THE APPROPRIATE NODE I.D. SHALL BE INDICATED AT EACH NODE NOTES: 1. WARNING SIGNS TO BE MOUNTED, IN VIEW, ON EQUIPMENT ENCLOSURE ON THE SAME SIDE AS THE DISCONNECT. 2. WARNING SIGNS TO BE INSTALL PER MANUFACTURES SPECIFICATIONS AND FCC. SIGNS ALLOWED ONLY AS REQUIRED BY LAW OR BY THE POLE OWNER. NO ADDITIONAL SIGNAGE WILL BE POSTED. RF WARNING NOTICE SIGNS AT EQUIPMENT ENCLOSURE 24"x36" SCALE: NTS PREPARED FOR ATW 19801 SW 72ND AVE. TUALATIN, OR 97062 Vendor: �5INFRASTRUCTURE 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 J5 PROJECT ID: P-043481 Vendor: 10 1 02/18/21 100% CDs 0 01/19/21 100% CDs REV I DATE DESCRIPTION pi EXPIRES: 1 MI121 "I HEREBY CERTIFY THAT THESE PWP6 WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF OREGON AT&T Site ID: CRAN_RWOR_EUG02_020 20672-018F 4555 MAIN ST SPRINGFIELD, OR 97478 Sheet Title: RF WARNING SIGNS Sheet Number: RF -1 1 THIS DOES NOT CONSTITUTES AS A ONE LINE PREPARED FOR DIAGRAM. POWER DESIGN AND ONE LINE DIAGRAM TO BE FINALIZED WITH POWER PROVIDER AND ELECTRICAL ENGINEER. AT&T NokiaPico Loca#,m 72ND AVE. TUALATIN, OR 97062 -Conff!gv a5b.r7 tr Dep)o)- Jient& po I Sed] -17 (From 4Q f 7,1 Vendor: 6 -Port Miftigh Band Antenga '51NFRASTRUCTURE 2030 MAIN ST. xxx xxx Arte nna 0piian - Sing Ink Anlenna min: .1 PoftS M I -Band (2 G}i2) t 2 Para H IgrS-Ba nd (aS Hz) Altarn at$ Prod u c Is supporting Low- B a nd arld�or 3.6 CFi2 MAX 30A POWER LINE SUITE 200 IRVINE, CA 92614 J5 PROJECT ID: P-043481 Vendor: x xxx XX K�7 8�d (1) 6-#10 THHN/THWN/VW-1 � is23M � TYPE TC -ER DC CABLE SURGE SUPPRESSOR Vendor: — PCSJAWS Crow Band C m bider cae GEC (1) 6-#10THHN/THWN/VW-1 eo rFLH RRFf2 Boat 0 - RRH-1: 4TT4R Nr ca�lpe hA is ro B2E�PhGS POLE MOUNTED STREET LAMP TYPE TC -ER DC CABLE TO STREET LAMP DRAWN BY: MDA CHECKED BY: JMM fl s3 i - RRH-L' -4 14R FXq!t M iz r1} AV S - RRH-3. 2T AirS§Ale Mir Fo B 415i513 HzIAA RRH RRH RRH RRH `„ - AC F'DW-g r MCOUIRI& I -CPRI Chain n atsupp-a rtGd inially forAirdaIG I (will n$ed a dsdcalad C PRt for -I h Rad �o) - RAYCAP DISCONNECT/SURGE SUPPRESSOR (1) 2-# 12 THHN/THWN/VW-1 TYPE TC -ER DC CABLE TO RRH 1 02/18/21 10096 CDs 0 01/19/21 100% CDs 4 AMP BREAKER REV DATE DESCRIPTION COrFS�LiCtion !�L11FeinIIt' 6 Fibors F-ronthakri fegUiFII METAL OXIDE VARISTOR (TYP.) SWITCH Licensor: F 89198PE �r •cti NEUTRAL BUS BAR OREGON ,`e, O 9 ,1, 3,2� �FSVINHG�Z lg/Zl GROUND BUS BAR EXPIRES: 12131/21 AC Source 1 HEREBY CERTIFY THAT THESE Puna WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ENGINEERUNDER THE LAWS OF THE STATE OF ORUGGB AT&T Site ID: D2rk FIBS tJDftm Nub CRAN_RWOR_EUG02_020 20672-018F 4555 MAIN ST SPRINGFIELD, OR 97478 Sheet Title: PLUMBING DIAGRAM & DC POWER SCHEMATIC Sheet Number: E-1 PLUMBING DIAGRAM 24"x36•• SCALE: NTS 121 DC POWER SCHEMATIC 24••x36•• SALE: NTS 1 THIS DOES NOT CONSTITUTES AS A ONE LINE DIAGRAM. POWER DESIGN AND ONE LINE DIAGRAM TO BE FINALIZED WITH POWER PROVIDER AND ELECTRICAL ENGINEER. NOTES: 1. ALL METALLIC PARTS OF THE INSTALLATION ON THE POLE SHALL BE BONDED TOGETHER AND BARREL COMPRESSION GROUNDED. 2. A COPPER GROUND WIRE, #6 AWS MINIMUM SIZE SHALL BE INSTALLED FROM THE BASE OR FEEDLINE ATTACH TO GROUND CONNECTION POINT OF THE ANTENNA TO A GROUND ROD AT THE BASE OF THE POLE AND BE INSTALLED ADJACENT TO THE ANTENNA FEEDLINE CONDUIT. THE GROUND WIRE SHALL BE PERMANTLY CONNECTED CONTRACTOR TO THE GROUND ROD. 3. WHERE A UTILITY CO. NEUTRAL CONDUCTOR EXISTS, THE GROUND WIRE SHALL BE PERMANTLY BONDED BOND OVER CLAMP BEFORE TO THE UTILITY CO. NEUTRAL CONDUCTOR AT THE NEUTRAL CONDUCTOR LEVEL BY UTILITY CO. CREWS. 4. A GROUND ROD, 8 FEET MINIMUM IN LENGTH SHALL BE INSTALLED (WHERE NO UTILITY CO. GROUND GROUND WIRE ON POLE BETWEEN FACE (NOTCH ROD & INTACT GROUND WIRE EXISTS) AT THE BASE OF THE POLE. THIS INSTALLATION SHALL MEET OR 3. EXCEED THE REQUIREMENTS OF CONSTRUCTION GUIDELINE D16-2 5. THE GROUND WIRE SHALL BE COVERED BY A PROTECTIVE MOLDING FOR ITS ENTIRE LENGTH ON THE REFERENCE OF UTILITY CO. STD. POLE, EXCEPT AT THE POINT WHERE IT MUST BE EXPOSED FOR BONDING TO THE UTILITY CO. NEUTRAL. 6. THE UTILITY CO. AND COMMUNICATION GROUND RODS SHALL BE BONDED TOGETHER USING COPPER #6 AWG WIRE G R 0 I✓c1' N D� N G NOTES 24"x36" SCALE: NTS COAXIAL GROUND KITS W. LONG BARREL COMPRESSION DOUBLE LUG WITH SIGH HOLE, ATTACH TO GROUND BAR & INSTALLED BY ANTENNA CONTRACTOR 0 0 0,0000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O 000000000000000000' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 #2 SOLID BARE TINNED COPPER GROUND BAR COPPER WIRE (TYP.) INSTALLED BY GENERAL CONTRACTOR NOTES: 1. COAT ALL MECHANICAL CONNECTION WITH "NOOX" OR APPROVED EQUAL 2. ALL GROUND LUGES TO HAVE INSPECTION WINDOWS/SIGHT HOLES G R O O N D O N G BAR 24"x36" SCALE: NTS NOT USED 24"x36" SCALE: NTS GROUND BAR L #6 AWG TO ANTENNA GROUNDS AND EQUIPMENT GROUNDS TWO HOLE LUG, OR EXOTHERMIC WELD TO BE USED WITH #2 AWG BCW TO GROUND ROD J M ��1����- Im N IIIL WilOki KolliIial=111111[$Ia n 24"x36" SCALE: NTS NOTES: 1. GROUND WIRE MOLDING SHALL BE INSTALLED OVER THE BARE GROUND WIRE TO PROTECT LINE WORKERS, THE WIRE, AND THE PUBLIC. EXTEND PLASTIC MOLDING AT LEAST TWO INCHES BELOW GRADE. 2. THE GROUND WIRE SHALL BE IN ONE CONTINUOUS LENGTH. INSERT GROUND WIRE FROM THE BOTTOM OF THE GROUND CLAMP AND BOND OVER CLAMP BEFORE TIGHTENING. CONNECT TO SECONDARY OR SERVICE NEUTRAL ON THE POLE. PLACE GROUND WIRE ON POLE BETWEEN FACE (NOTCH SIDE) AND SERVICE NEUTRAL. 3. IDRIVE GROUND ROD IN UNDISTURBED EARTH 4. REFERENCE OF UTILITY CO. STD. 1/2" PLASTIC MOULDING #2 SOLID BARE TINNED COPPER WIRE (TYP.) GRADE _. Lk GROUND ROD CLAMP 6" GROUND ROD, 5/8"0 X 8' LONG (NOT REQUIRED IF PGE GROUND ROD IS PRESENT) CONNECT TO SECONDARY OR SERVICE NEUTRAL 5 1 HARDWARE DETAIL FOR EXTERIOR CONNECTIONS WOODEN POLE E E 0 21C—CROP DETAIL TYPE SS TYPE TA TYPE W TYPE GT 24"x36" SCALE: NTS 16 C A R D W E L D D E T A 0 L S -D '6' -CTOR CRIMP CONNI TYPE PT TYPE VN TYPE VS TYPE GY 24"x36" SCALE: NTS 13 TYPE GL TYPE NC TYPE VB TYPE GR 24"x36" SCALE: NTS PREPARED FOR .j AT&T 19801 SW 72ND AVE. TUALATIN, OR 97062 Vendor: '5 INFRASTRUCTURE 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 J5 PROJECT ID: P-043481 Vendor: I icensor, /Z1 EXPIRES: 12131/21 I HEREBY CERTIFY THAT THESE EDAM WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM NLY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF OREGON AT&T Site ID: CRAN-RWOR-EUG02-020 20672-018F 4555 MAIN ST SPRINGFIELD, OR 97478 Sheet Title: GROUNDING DETAILS Sheet Number: G-1 7 LEGEND PREPARED FOR ■ MECHANICAL CONNECTION, DBL -BOLT OR EQUAL i� AT&T • CADWELD CONNECTION OR EQUAL IN-LINE Cu C -CRIMP, SPLIT -BOLT OR EQUAL 19801 SW 72ND AVE. TUALATIN, OR 97062 Vendor: '51NFRASTRUCTURE 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 THIS DOES NOT CONSTITUTES AS A ONE LINE J5 PRoJeCT ID: P-043481 DIAGRAM. POWER DESIGN AND ONE LINE(P) OMNI DIRECTIONAL ANTENNA DIAGRAM TO BE FINALIZED WITH POWER PER PLAN, TYP. Vendor: PROVIDER AND ELECTRICAL ENGINEER. ANTENNA GROUND POLE EXTENSION GROUND Vendor: RRU EQUIPMENT GROUND BAR 2' W x 6' CU/CU CLAD W/DBL. BOLT CONN. #6 AWG GREEN STRANDED COPPER DRAWN BY: MDA #2 COPPER -TINNED, BARE WIRE. ADD 1/2" WIRE COVER ON THE CHECKED BY: JMM NOTE: BOTTOM 12 FT. DETAIL SHOWS GENERAL SCHEMATIC GROUNDING REQUIREMENTS ONLY. (P) METAL POLE EQUIPMENT ENCLOSURE EQUIPMENT BONDING JUMPER #6 AWG GREEN 1 02/18/21 100% CDs STRANDED COPPER, TYP. 0 01/19/21 100% CDs REV DATE DESCRIPTION #2 GREEN STRANDED TO #2 SOLID MASTER GROUND BAR 2' Licensor: W x 12' CU/CU CLAD W/DBL. BOLT CONN. SERVICE GROUND #2 AWG BARE OR GREEN STRANDED COPPER FRE S 89198PE CONTINUOUS TO GROUND DISCONNECT POLE GROUNDING q� OREGON ,p O 92jgY 13,2% FSVINHG�Z 18�Z1 POLE GROUNDING BAR 2" W x 6" CU/CU CLAD W/DBL. BOLT CONN. EXPIRES: 12131/21 METER (IF APPLICABLE) (E) FINISHED SURFACE 'I HERR U CERTIFY THAT THESE EW ISION A DTHARm 9v ANGTFTH AM MERE ENDER E DIRECT UNDER DULY REGISTERED ENGINEER ENDER THE Wws OF THE STATE OF OREGON o z PILE GROUNDING AT&T Site IF CRAN_RWOR_EUG02_020 EXOTHERMIC WELD CONNECTION TO NEW GROUND ROD 20672-018F (N) GROUND ROD 5/8" x 8' LONG 4555 MAIN ST COPPER CLAD STEEL SPRINGFIELD, OR 97478 Sheet Title: TYPICAL GROUNDING DIAGRAM Sheet Number: G-2 NOT USED TYPICAL GROUNDING DIAGRAM 24"x36" SCALE: N1�; 1