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HomeMy WebLinkAboutPlan, Tentative APPLICANT 4/7/2021SITE PHOTO SITE NAME: CRAN_RWOR_E0002_015G PREPARED FOR \ AT&T POLE#: POLE# • SCIP ID#• 20672-013G 1 9801 SW 72ND AVE. TUALATIN, OR 97062 e , SITE TYPE: WOOD UTILITY POLE Vendor: _ - AT&T SITE ADDRESS: 170 S 21 ST ST. y51N20330MA RUCTURE ,. <SUITE '441, SPRINGFIELD, OR 97477 200 IRVINE, PROJCA92614 J5 PROJECT ECT ID: P -0473I5 Vendor: COUNTY: LANE COUNTY y_ --- JURISDICTION: CITY OF SPRINGFIELD SITE INFORMATION VICINITY MAP LOCAL MAP PROJECT DESCRIPTION Vendor: SITE INFORMATION: -7" PROPOSED SITE BUILD OF AN UNMANNED TELECOMMUNICATIONS SITE NAME: CRAN_RWOR_EUG02_015G - v FACILITY, ON AN PROPOSED POLE WITHIN THE PUBLIC RIGHT -OF WAY SKIP ID # : 20672-013G Mohawk d CONSISTING OF THE FOLLOWING: LATITUDE: 44°02'43.34"N (44.04537) cebe,9 LONGITUDE: -122059'40.34"W (-122.99454) a H, REMOVAL: SITE ADDRESS: 170 S 21ST ST. SJ o •• (1) EXISTING WOOD UTILITY POLE SPRINGFIELD, OR 97477 Fir Grave I I I pb, r DRAWN BY: MDA COUNTY: LANE COUNTY Irving INSTALLATION: JURISDICTION: CITY OF SPRINGFIELD ZONING CLASSIFICATION: LMI Lm i -�I r •• (1) PROPOSED AT&T SABRE I6"SMARTSTACKPOLE PROPOSED AT&T CANISTER ANTENNA CHECKED BY: JMM m (- •• (1) CONSTRUCTION TYPE: N/A CostoWho l... to I h •• (1) PROPOSED AT&T DISCONNECT/SURGE SUPPRESSOR OCCUPANCY: N/A c- •• (3) PROPOSED AT&T CONDUITS ADJACENT PARCEL#: 1703364205400 OVERLAY ZONE: NONE River Rd d ; •• (2) PROPOSED AT&T COMBINERS Worth SPECIAL AREA SUBZONE: NONE A.D.ACOMPLIANCE: FACILITY IS UNMANNED AND NOT FOR suvid v �: - Valley River Center 9Skin` HUMAN HABITATION Oan.b. w ,"" rk ® n r @ 9endsPa 41. 7C POLE OWNER: SPRINGFIELD UTILITY BOARD r """° Eugene n ADDRESS: 1001 MAIN ST.©Uniay SPRINGFIELD, OR 97477 n Springfield � or orego a �r ,+ PHONE: (541) 7443784 Cn C.LBe HI _ - APPLICANT/CARRIER: NEW CINGULAR WIRELESS PCS, LLC ("AT&T") E _- ADDRESS: 19801 SW 72ND AVE. TUALATIN, OR 97062 CONTACT: KRISTY WEAVER PHONE: 214-2186 - Arhoetum R , i, 'yuYl-. �I. POLE CHANGE (425) ostia° Jd,p.r -- - REQUIRED 0 04/ 10096 CDs REV DATE DESCRIPTION Licensor: L/ l� S N R7H F 8919 PE PROJECT TEAM CODE COMPLIANCE DRIVING DIRECTIONS SHEET INDEX REV. OREGON ENGINEER: SITE ACQUISITION: EDITIONS AND MATLOWING CODES R ADOPTED ND IN LOCATION GOVERNING E WIITH CU RENT BY DIRECTIONS FROM PDX AIRPORT: T-1 TITLE SHEET 0 GN -1 GENERAL NOTES 06111 � ,p O 9 9y 13,2 J� �SVINHO�� I A C INFRASTRUCTURE PARTNERS C INFRASTRUCTURE PARTNERS CONTACT: JAMES CHUNG CONTACT: NATALIE ERLUND 1. HEAD NORTHWEST ON NE AIRPORT WAY (0.3 MILES) A-1 OVERALL SITE PLAN 0 EXPIRES: 121 1 EMAIL: jchung@JSIP.com EMAIL: nerlund@JSIP.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: (503) 539-9247 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 (0.5 MILES) A-3 lA LETTER AND SURVEY - ME ORSUNDEER CERTIFY DIRECTESUPERVSION ANPREPARED THAT I AM AT&T CONSTRUCTION MANAGER:CONSTRUCTION MANAGER: COMMERCIAL ELECTRICAL CODE: 4. MERGE ONTO I-205 S (2.6 MILES) A-4 ELEVATIONS 0 DU�YREGIISTEREDENGINEERUNOERTHELAWSOFTHESTATE OFOREGON 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: cpl261@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) RF -1 RF WARNING SIGNS 0 UNDERGROUND FACILITIES BEFORE YOU DIG IN OREGON, CALL OREGON 8. KEEP RIGHT TO STAY ON -5 S (106 MILES) E-1 PLUMBING DIAGRAM & DC POWER SCHEMATIC 0 CRAN_RWOR_EUG02_015G AT&T RF ENGINEER: All MANAGER: UTILITY NOTIFICATION CENTER 9. TAKE EXIT 194A TO MERGE ONTO OR -126 E (1.2 MILES) G-1 GROUNDING DETAILS 0 CONTACT: CHRIS OSGOOD JS INFRASTRUCTURE PARTNERS RE PARTN OR TOLL FREE: 1-800-332-2344 OR ,� 10. TAKE THE EXIT TOWARD SPRINGFIELD CITY CENTER (0.4 MILES) G-2 TYPICAL GROUNDING DIAGRAM 0 20672-013G EMAIL: co3884Qatt.com CONTACT: JOSH LBERG www.digsafelyoregon.com 11. TURN RIGHT ONTO PIONEER PKWY W (1.0 MILES) EMAIL: jmalberg@jSip.com OREGON STATUTE 12. CONTINUE ONTO S 2ND ST (180 FT) PH: (208) 316-1897 Know what's below. REQUIRES MIN OF 2 13. TURN LEFT ONTO OR -126 BUS E (1.5 MILES) 170 S 21 ST ST. WORKING DAYS NOTICE CBII before you dig. BEFORE YOU EXCAVATE 14. TURN RIGHT ONTO S 21ST ST (180 FT) AND THE SITE WILL BE ON YOUR RIGHT. SPRINGFIELD, OR 97477 AT&T PROJECT MANAGER: PROJECT MANAGER: CONTACT: WENDY LONG J5 INFRASTRUCTURE PARTNERS Sheet Title: LEGAL DESCRIPTION EMAIL: wlong@jSip.com CONTACT: DAVE BARNES PH: 321-1116 TITLE SHEET (206) EMAIL: DBarnes@jSip.com 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 L 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 PROCEEDING WITH ANY SUCH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF CONTRACTOR, OWNER, AND/OR LOCAL UTILITIES. EQUIPMENT GROUND RING AWG AMERICAN WIRE GAUGE 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 CONTRACTOR NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE PROJECT SCOPE OF WORK DEFINED UNDER THE REQUEST FOR PROPOSAL (RFP) FOR THIS PROJECT AND ALL ASSOCIATED ATTACHMENTS AND DOCUMENTS PROVIDED. THE RFP AND ALL ASSOCIATED DOCUMENTS SHALL DEFINE THE COMPLETE PROJECT SCOPE OF WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL DOCUMENTS AND IS SOLELY RESPONSIBLE FOR ALL WORK. ALL DOCUMENTS INCLUDED WITHIN THE PROJECT REQUEST FOR PROPOSAL ARE REQUIRED FOR THE COMPLETE PROJECT SCOPE OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK (EQUIPMENT, MATERIAL, INSTALLATION, TESTING, ETC.) INDICATED IN ALL DOCUMENTS. THE RFP, VERIZON WIRELESS NETWORK STANDARDS AND PROJECT ADDENDUMS AND CLARIFICATIONS ARE COMPLEMENTARY TO EACH OTHER. THE FORMAT OF THE SPECIFICATIONS AND DRAWING NUMBERING PER DISCIPLINE IS NOT INTENDED TO IMPLY SEGREGATION OF SUB CONTRACTOR WORK. CONTRACTOR SHALL ASSIGN ALL SUB CONTRACTOR WORK AND VERIZON WIRELESS WILL NOT ACCEPT ANY CHANGE ORDERS FOR INTERNAL CONTRACTOR WORK ASSIGNMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR DISTRIBUTING ALL RFP DOCUMENTS TO THEIR SUB CONTRACTORS. ALL RFP DOCUMENTS ARE REQUIRED TO INDICATE THE PROJECT SCOPE OF WORK. PARTIAL SUB CONTRACTOR DOCUMENT PACKAGES ARE HIGHLY DISCOURAGED. IN THE EVENT OF A CONFLICT BETWEEN THE DRAWINGS, SPECIFICATIONS, REFERENCED STANDARDS, VERIZON WIRELESS STANDARDS, OR AGREEMENT TERMS AND CONDITIONS THE ARCHITECT/ ENGINEER SHALL BE CONTACTED FOR FORMAL INTERPRETATION OF THE REQUIREMENTS. THE CONTRACTOR SHALL BE DEEMED TO HAVE PROVIDED THE DETAILED AND EXTENSIVE INTERPRETATION. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECT/ ENGINEER INTERPRETATIONS SHALL BE CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO VERIZON WIRELESS. 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. TYPICAL REQ'D REQUIRED 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 FOR EQUIPMENT GROUND RING AWG AMERICAN WIRE GAUGE MOB MASTER GROUND BAR EG EQUIPMENT GROUND BCW BARE COPPER WIRE BAD SMART INTEGRATED ACCESS DEVICE IRG INTERIOR GROUND RING (HALO) RBS RADIO BASE STATION SYMBOLS: S/G SOLID GROUND BUS BAR S/N SOLID NEUTRAL BUS BAR METER SUPPLEMENTAL GROUND CONDUCTOR Tom- o�0 2 -POLE THERMAL -MAGNETIC CIRCUIT BREAKER EXPOSED END OF THE LIQUID TIGHT CONDUIT MUST BE SEALED WITH SILICONE CAULK. SINGLE POLE THERMAL -MAGNETIC 0 o GROUND STANDARD DETAIL AS WELL). + CIRCUIT BREAKER e CHEMICAL GROUND ROD EXOTHERMIC WELD (CADWELD) (UNLESS OTHERWISE NOTED) 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, HILL EPDXY ANCHORS ARE REQUIRED BY AT&T. 4, ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. aIe[.��aa & 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, Y2" 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). S. 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 TITI 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), 500V, 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), 60OV, OIL RESISTANT THHN OR TITI 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 I. 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 TEST WELL Q' DISCONNECT SWITCH E G 1 METER EXOTHERMIC WELD (CADWELD) (UNLESS OTHERWISE NOTED) 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, HILL EPDXY ANCHORS ARE REQUIRED BY AT&T. 4, ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. aIe[.��aa & 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, Y2" 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). S. 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 TITI 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), 500V, 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), 60OV, OIL RESISTANT THHN OR TITI 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 I. 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/y" LIQUID TIGHT CONDUIT E G 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 E G 1 BLACK LEG 2 RED AC NEUTRAL N WHITE GROUND (ECC) G GREEN VDC POS + 'RED -POLARITY MARK AT TERMINATION VDC NEG _ 'BLACK -POLARITY MARK AT TERMINATION 240V OR 208V, 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(0)(1) AND (2) PREPARED FOR GAT&T 19801 SW 72ND AVE. TUALATIN, OR 97062 Vendor: G SINFRASTRUCTURE / P A R T N E R S 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 J5 PROJECT ID: P-042315 Vendor: [ROEV 04/06/21 100% CDs DATE DESCRIPTION Licensor: I EXPIRES: 12/31/21 1 "I HEREBY CER➢FY THAT THEE PLAINS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OFOREGON' AT&T Site ID: CRAN-RWOR-EUG02-015G 20672-013G 170 S 21 ST ST. SPRINGFIELD, OR 97477 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 SURVEYING OR OTHER RELATED PURPOSES. °% G1�7LFE, CL 0 �.• oa o OQ 6 op G o o QIP o Qa o 0 ��Qa ���00 Q� 4 00 4 14 0 4 4� � o (E) BUILDING � OVERALL SITE PLAN (E) PROPERTY LINE — — — (TYP) REFER TO ENLARGED SITE PLAN ON SHEET A-2 80'-4" �(E) PARKING LOT PARCEL# : 1703364205400 Ll V) V) M I Z' 1 k-4 I — — — —I RELOCATED OVERHEAD WIRES (1) (P) AT&T SABRE 16" SMARTSTACK POLE f(E) PARKING LOT I A -S I 6-0 ° (F.O.C. TO POLE) 23,-8„ (C.L. OF STREET TO POLE) 25'-0" 25'-0" (TO C. L. OF STREET) (TO C. L. OF STREET) I So) -a, (E) R.O.W. I 1 —I — I I I , I I I MAIN ST. �(E) BUILDING (E) TREES J (TYP) v a 0 Z, ; Q , o 0 d 24"x36" SCALE: 1" - 10'-0" 10 5 0 10' PREPARED FOR AT&T 19801 SW 72ND AVE. TUALATIN, OR 97062 Vendor: 'S INFRASTRUCTURE 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 J5 PROJECT ID: P -04,B15 Vendor: 0 04/06/21 100% CDs REV DATE DESCRIPTION Licensor: �. I EXPIRES: 12/31/21 1 I HEREBY CERUFY THAT THESE PLAINS WERE PREPARED BY ME OR UNDER MY DIRECTSUPERVISIOANO THAT I AM DULY REGISTERED ENGINEER UNDER THELN AWS OF THE STATE OF OREGON' AT&T Site ID: CRAN_RWOR_EUG02_015G 20672-013G 170 S 21 ST ST. SPRINGFIELD, OR 97477 Sheet Title: OVERALL SITE PLAN Sheet Number: A-1 oR 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. IT OVERALL SITE PLAN (E) PROPERTY LINE (TYP) REFER TO ENLARGED SITE PLAN ON SHEET A-2 f(E) PARKING LOT PARCEL# : 1703364205400 V) cn N CAUTION: (E) OVERHEAD WIRES (TO BE RELOCATED) (E) GUYED WIRE (TO BE REMOVED) (E) WOOD UTILITY POLE (POLE#) (TO BE REPLACED) f(E) PARKING LOT I II 1 I �o (E) TREES (TYP) MAIN ST. �== f(E) BUILDING j 24k36" SCALE: 1" - 10'-0" 10 5 0 10' PREPARED FOR AT&T 19801 SW 72ND AVE. TUALATIN, OR 97062 Vendor: 'S INFRASTRUCTURE 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 J5 PROJECT ID: P -042B]5 Vendor: 0 04/06/21 100% CDs REV DATE DESCRIPTION Licensor: , I EXPIRES: 12/31/21 1 "I HEREBY CERTIFY THAT THEE PLAINS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OFOREGON' AT&T Site ID: CRAN RWOR EUG02 015G 20672-013( 170 S 21 ST ST. SPRINGFIELD, OR 97477 Sheet Title: DEMO SITE PLAN Sheet Number: A-1 I 1 NOTE: TO BE REMOVED AND DISPOSED OF IN A LEGAL MANNER. IT OVERALL SITE PLAN (E) PROPERTY LINE (TYP) REFER TO ENLARGED SITE PLAN ON SHEET A-2 f(E) PARKING LOT PARCEL# : 1703364205400 V) cn N CAUTION: (E) OVERHEAD WIRES (TO BE RELOCATED) (E) GUYED WIRE (TO BE REMOVED) (E) WOOD UTILITY POLE (POLE#) (TO BE REPLACED) f(E) PARKING LOT I II 1 I �o (E) TREES (TYP) MAIN ST. �== f(E) BUILDING j 24k36" SCALE: 1" - 10'-0" 10 5 0 10' PREPARED FOR AT&T 19801 SW 72ND AVE. TUALATIN, OR 97062 Vendor: 'S INFRASTRUCTURE 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 J5 PROJECT ID: P -042B]5 Vendor: 0 04/06/21 100% CDs REV DATE DESCRIPTION Licensor: , I EXPIRES: 12/31/21 1 "I HEREBY CERTIFY THAT THEE PLAINS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OFOREGON' AT&T Site ID: CRAN RWOR EUG02 015G 20672-013( 170 S 21 ST ST. SPRINGFIELD, OR 97477 Sheet Title: DEMO SITE PLAN Sheet Number: A-1 I 1 NOTE: 1. CONTRACTOR SHALL RE -INSTALL ALL EXISTING STREET SIGNS AS NEEDED ON NEW POLE. 2. INSTALL RF WARNING SIGNS PER MANUFACTURER SPECIFICATIONS AS REQUIRED BY LAW OR BY THE POLE OWNER. NO ADDITIONAL SIGNAGE WILL BE POSTED. 3. PROPOSED CONDUITS TO BE ROUTED INSIDE POLE. 4. NEW EQUIPMENT TO BE PAINTED WITH RF TRANSPARENT, OUTDOOR RATED PAINT TO MATCH REPLACEMENT POLE. 5. FIBER TO BE PROVIDED BY OTHERS UNDER SEPARATE PERMIT. 6. ALL LANDSCAPING AND SPRINKLERS SHALL BE RESTORED TO ORIGINAL CONDITION OR BETTER. 7. ANY DISTURBED CONCRETE/BRICKWORK IN EXISTING SIDEWALK TO BE REPAIRED TO MATCH CURRENT CONDITIONS AND CODE. ISTRUCTURAL ANALYSIS OF NEW POLES ARE BY OTHERS. I AT&T IS RESPONSIBLE FOR MAKE READY COORDINATION AND CONSTRUCTION. �(E) PARKING LOT-� PARCEL# : 1703364205400 ENLARGED SITE PLAN � I - � I — — — — ----------- 0 --- 0 n l� I I — _ o \ �L__-__-___-___ (E) CHAIN -LINK FENCE (E) PROPERTY LINE (TYP) 16 zn i <Z1 a /I V-2" (TO C.L. OF PREVIOUS WC -'1- 1 Z RELOCATED OVERHEAD WIRES (1) (P) AT&T SABRE 16" SMARTSTACK POLE (P) AT&T WORK AREA PREVIOUS WOOD POLE LOCATION NEW 30"0 REINFORCED CAISSON > POLE LOCATION) 6'-0" (TO C.L. OF STREET) 23'-8" (TO C.L. OFSTREET) 25'-0" (TO C.L. OF STREET) 24"x36" SCALE: 3/8" = 1'-0" PREPARED FOR AT&T 19801 SW 72ND AVE. TUALATIN, OR 97062 Vendor: 'S INFRASTRUCTURE 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 J5 PROJECT ID: P -042B]5 Vendor: 0 04/06/21 100% CDs REV DATE DESCRIPTION Licensor: �. I EXPIRES: 12/31/21 1 "I HEREBYCERTIFY THAT THESE PLANS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OFOREGON' AT&T Site ID: CRAN_RWOR_EUG02_015G 20672-013G 170 S 21 ST ST. SPRINGFIELD, OR 97477 Sheet Title: SITE PLAN Sheet Number: A-2 2®1 PREPARED FOR JDAT&T 19801 SW 72ND AVE. TUALATIN, OR 97062 1A SURVEY CERTIFICATION SCIP ID#: PDX20572-013 NAD 83 Vendor: tEN7FNNIAL BLVD p "- ? y r y�F FENCED Y LAT - 44'02'43.34" N 2.. ENCLOSURE :zI (44.04537) 'SINFRASTRUCTURE tsT k a J LONG - 122°59'40.34" W 30 MAIN ST. 36 3-2 " (-122.99454) SUITE 200 IRVINE, CA 92614 y ti r csrT ELEV = 470.38' NAVD 88 J5 PROJECT ID: P-MBI5 Vendor: Q PARCEL 170.3354203300 F DST P ^' r., O n Phi IF -y ✓ �. GRASS 4 �, N DIA.=0.77' MAIN {STI - - � HT. =2'.7 16'GRAVELI ALLEY -d d � __j Vendor: h N�N ti OR� NAVE N O Q _ U _ VIRGINIA AVE DAISY ST �s �sT� 4+1st suo \ GRASS ,y ti .� [NERD �L DOUGlgs kEEDR - SITE t S'REDWOOD DRAWN BY: MDA DR CHECKED BY: JMM EXISTING f rl - - - - STRUCTURE JASPER RD + CENTER OF SUBJECT 5MS:T POLE -SEE DETAIL a o GEOGRAPHIC COORDINATES _ LATITUDE: 44°02'43.34" N (44.04537) (NAD 83) LONGITUDE: 122°59'40.34" W (-122.99454) (NAD 83) o GROUND ELEVATION: 470.36 FEET (N AVE) 88} v D�"-°"� ii'40 I^� EL.-470.3fi' HEIGHT: co 0 TOP OF POLE: 29.43 FEET (ACL) a o U PARCEL z I 770,5364205400 ! Y z a d 0 04/06/21 100% CDs DATE OF SURVEY: MAY 31, 2020 z REV DATE DESCRIPTION 2004 0 loon 2000 4000 PARKING 1 POLE DETAIL RE: SCIP ID#: PDX20672-013 Licensor: AREA 170 S 21ST ST (ASPHALT) Z5' TO CL SPRINGFIELD, OR 97477 1 INCH = 2000 FEET ° _ 50' TO ROW - NOT TO SCALE - CERTIFY THAT THE LATITUDE AND THE LONGITUDE SHOWN ABOVE ARE ACCURATE TO WITHIN +15 FEET HORIZONTALLY AND THAT THE SITE Lf CDREGISTERED ELEVATION IS ACCURATE TO WITHIN +3 FEET VERTICALLY, WHICH MEETS PROFESSIONAL 1A STANDARDS AS DEFINED ON THE FAA ASAC INFORMATION SHEET ' a j LAND SURVEYOR 91:003. THE HORIZONTAL DATUM (GEOGRAPHIC COORDINATES) ARE IN LEGEND: IHEREBY CERTIFY THAT THESE PIANS WERE PREPAREDEY ME OR UNDER MyDIRECT SUPERVISION AND THAT I AKS TERMS OF THE NORTH AMERICAN DATUM OF 1983 (NAD 83) AND ARE PNDERTHELAWSOFTHE SISI DUTY E DE IOF OPEC 01 REGISTERED EXPRESSED AS DECREES ( - ), MINUTES ( ' ), AND SECONDS ( " ). TO PROFESSIONAL POWER POLE ® POWER METER OREPowER THE NEAREST HUNDREDTH OF A SECOND. THE VERTICAL DATUM LAND SURVEYOR � GUY ANCHOR DECEMBBERER 3 300, 2610 AT&T Site ID: (ELEVATION AMSL) IS IN TERMS OF THE NORTH AMERICAN VERTICAL ANDREW JOHN PLETT DATUM OF 1988 (NAVD 88). JIIII�4pJ6i [d77 111 'LLLJJJ��'��r ROW LINES SHOWN ARE APPROXIMATE. BASED ON GIS DATA, AND N07 A BOUNDARY SURVEY 78538PLS CRAN-RWOR-EUG02-015G Date: 6/1/2020 OREGON Date: 6/1/2020 SHEET RENEWS 12/31/20 20672-013G LandSErVicrzs Proj N0: 2019-177-18 DECEMBER 30, 2010 S&F Land SErvices Proj N0: 2019-177-18 1 OF 1 Prepared: C.M.I. SHEET ANDREW JOHN PLETT Prepared: C.M.I. 4858 SW SCROLLS FERRY RD, SUITE A xww,sAands-com 1 OF 1 78538PLS 4858 5W SCROLLS FERRY RD, PORTLAND, OR 97225 SUITE A wwwsFlands.cvm PDX20672-0.13-G 170 S 21 ST ST. PORTLAND, OR 97225 infDOoAands.com Checked: A.J.P. 503-345-0328 RENEWS 12/31/20 503-345-0328 infv®slIands.cvm Scale: 1"-1o' SPRINGFIELD, OR 97477 Sheet Title: 1A LETTER AND SURVEY Sheet Number: A-3 I A LETTER 10 21SURVEYS 1 el PREPARED FOR NOTE: 1. CONTRACTOR SHALL RE -INSTALL ALL EXISTING STREET SIGNS AS NEEDED ON NEW POLE. 2. INSTALL RF WARNING SIGNS PER MANUFACTURER SPECIFICATIONS AS REQUIRED BY LAW OR BY THE POLE OWNER. NO ADDITIONAL SIGNAGE WILL BE POSTED. AT&T 3. PROPOSED CONDUITS TO BE ROUTED INSIDE POLE. 4. NEW EQUIPMENT TO BE PAINTED WITH RF TRANSPARENT, OUTDOOR RATED PAINT TO MATCH REPLACEMENT POLE. 5. FIBER TO BE PROVIDED BY OTHERS UNDER SEPARATE PERMIT. 6. ALL LANDSCAPING AND SPRINKLERS SHALL BE RESTORED TO ORIGINAL CONDITION OR 19801 SW 72ND AVE. TUALATIN, OR 97062 BETTER. 7. ANY DISTURBED CONCRETE/BRICKWORK IN EXISTING SIDEWALK TO BE REPAIRED TO el MATCH CURRENT CONDITIONS AND CODE. Vendor: T.O. PROPOSED AT&T CANISTER ANTENNA ELEV. 38'-0" (A.G.L.) 'CJ INFRASTRUCTURE STRUCTURAL ANALYSIS OF NEW POLES ARE BY OTHERS. AT&T IS RESPONSIBLE FOR MAKE READY COORDINATION AND CONSTRUCTION. READ CENTER OF PROPOSED AT&T CANISTER ANTENNA 0Y ELEV. 37'-0" (A.G.L.) o Lo (1) (P) AT&T CANISTER ANTENNA SEE DETAIL 2 D-1 R A R T N E R S 2030 MAIN ST. ITE SU200 IRVINE,ITE 292614 J5 PROJECT ID: P -042B]5 Vendor: T. S.PROPOSED AT&T SABRE 16" SMARTSTACK POLE I ELEV. 33'-0" (A.G.L.) I 16' Vendor: 4"x8" ACCESS PORT RELOCATED OVERHEAD WIRES jALL (P) AT&T CABLES TO BE RUN INSIDE POLE DRAWN BY: MDA CHECKED BY: JMM RELOCATED WIRE CONNECTION (1) (P) AT&T SABRE 16" SMARTSTACK POLE ELEV. 23'-8" (A.G.L.) I T.O. (E) WOODEN POLE ELEV. 29'-5" (A.G.L.) I I I 1I CAUTION: (E) OVERHEAD WIRES T.O. EQUIPMENT BAY SMARTSTACK POLE 1I I (TO BE RELOCATED) EQUIPMENT BAY WITH ELEV. 20'-0" (A.G.L.) I aID I I (E) GUYED WIRE I (P) (2) AT&T COMBINERS (E) WIRE CONNECTION (TO BE REMOVED) ELEV. 23'-8" (A.G.L.) I�p aID 1 T.O. EQUIPMENT BAY SMARTSTACK POLE I II ELEV. 14'-4" (A.G.L.) I� I I ID EQUIPMENT BAY 0 04/06/21 100% CDs �P 1 I FOR FUTURE AT&T EQUIPMENT REV DATE DESCRIPTION � aID Licensor: I T.O. UTILITYBAYSMARTSTACK POLE IELEV. UTILITY BAY WITH:(P) AT&T DISCONNECT / SURGE SUPPRESSORSEE DETAIL ni8919:8PNEMY S'-8" (A.G.L.) I p 1 EXPIRES: 12131/21/21 I (E) CHAIN -LINK FENCE 1 VIII y 6"xB" ACCESS PORT "I HEREBYCERTIFY THAT THESE PLANS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE oFOREcoN' I (E) SIDEWALK/GRADE I 1I (E) WOOD UTILITY POLE I rf� 11 AT&T Site ID: 1 (TO BE REPLACED) (E)CHAIN -LINK FENCE J FINISHED GRADE ELEV. O'-0" ` I CRAN_RWOR_EUG02_015G VIII = 20672-013G SII (E) SIDEWALK/GRADE I (P) UNDERGROUND FIBER AND POWER ROUTES (UNLESS OTHERWISE INDICATED FIBER AND ELECTRICAL WORK TO BE PERMITTED AND PERFORMED BY OTHERS) NEW 30"0 REINFORCED CAISSON, SEE DETAIL 4 D-1 170S 21 ST ST. SPRINGFIELD, OR 97477 1 III I s I Sheet Title: FINISHED GRADE V ELEV. O'-0" ELEVATIONS Sheet Number: A-4 EXISTING NORTH ELEVATION 24"x36" SCALE: 3/8" _ V-0"2' 2® 121 PROPOSED NORTH ELEVATION 24"x36" SCALE: 3/8" - 1'-0" Z®' 1 el PREPARED FOR NOTE: 1. CONTRACTOR SHALL RE-INSTALL ALL EXISTING STREET SIGNS AS NEEDED ON NEW POLE. 2. INSTALL RF WARNING SIGNS PER MANUFACTURER SPECIFICATIONS AS REQUIRED BY LAW OR BY THE POLE OWNER. NO ADDITIONAL SIGNAGE WILL BE POSTED. AT&T 3. PROPOSED CONDUITS TO BE ROUTED INSIDE POLE. 4. NEW EQUIPMENT TO BE PAINTED WITH RF TRANSPARENT, OUTDOOR RATED PAINT TO MATCH REPLACEMENT POLE. 5. FIBER TO BE PROVIDED BY OTHERS UNDER SEPARATE PERMIT. 19801 SW 72ND AVE. 6. ALL LANDSCAPING AND SPRINKLERS SHALL BE RESTORED TO ORIGINAL CONDITION OR TUALATIN, OR 97062 BETTER. 7. ANY DISTURBED CONCRETE/BRICKWORK IN EXISTING SIDEWALK TO BE REPAIRED TO el MATCH CURRENT CONDITIONS AND CODE. Vendor: T.O. PROPOSED AT&T CANISTER ANTENNA ELEV. 38'-0" (A. G. L.) �SINFRASTRUCTURE STRUCTURAL ANALYSIS OF NEW POLES ARE BY OTHERS. (1) (P) AT&T CANISTER ANTENNA SEE DETAIL�2 2030 MAIN ST. SUITE 200 RAID CENTER OF PROPOSED AT&T CANISTER ANTENNA D-1 IRVINE, CA 92614 AT&T IS RESPONSIBLE FOR MAKE READY COORDINATION AND CONSTRUCTION. _OtLtV. 3T-0" (A. G.L.) o 7 F sPRo ecr ID: P oazais Vendor: �ir, li L�TU T.O.S. PROPOSED AT&T SABRE 16" SMARTSTACK POLE ELEV.33'-0" (A.G.L.) I 16" I I I I I Vendor: I I I I I DRAWN BY: MDA I CHECKED BY: JMM RELOCATED WIRE CONNECTION I OHW ELEV. 23'-8" (A.G.L.) OH T.O. (E) WOODEN POLE ELEV. 29'-5" (A.G.L.) (1) (P) AT&T SABRE 16" I SMARTSTACK POLE CAUTION: (E) OVERHEAD WIRES 1�I IIII (TO BE RELOCATED)T.O. EQUIPMENT BAY SMARTSTACK POLE ALL (P) AT&T CABLES TO BE RUN INSIDE POLE ELEV. 20'-0" (A.G.L.) 11I (E) WIRE CONNECTION (E) GUYED WIRE (TO BE REMOVED) EQUIPMENT BAY WITH (P) (2) AT&T COMBINERS ELEV. 23'-8" (A.G.L.) I 4 ,I ' I PERF. SCREEN VENTS FOR CONVECTIVE COOLING, 3 PLACES II T.O. EQUIPMENT BAY SMARTSTACK POLE prp�I I� I EQUIPMENT BAY 0 04/06/21 10096 CDs ELEV. 14'-4" (A.G.L.) FOR FUTURE AT&T EQUIPMENT REV DATE DESCRIPTION I Licensor: 1I 89198PE I ?1iI T.O. UTILITY BAY SMARTSTACK POLE UTILITY BAY WITH: (P) AT&T DISCONNECT / SURGE SUPPRESSOR �OREGON,`p O 113,1�1 SVINHG 6/21 ELEV. 5'-8" (A.G.L.) IIII I SEE DETAIL D-1 EXPIRES: 12/31/21 III� • I "IHORUN ERMRTIFY THATTHEESSEPLANSRMSI WERE PREPARED BY ME PE UNDERMYGIREER SUPERVISIONANO FTH AM DULY REGISfEREO ENGINEER UNDER THE LAWS OF THE SfAiE OF OREGON' `li I 1l (E) WOOD UTILITY POLE AT&T Site ID: (TO BE REPLACED) I (E) GRADE �I (E) CHAIN -LINK FENCE J FINISHED GRADE CRAN_RWOR_EUG02_015G } EOVO.. 20672-013G I I I 170 S 21 ST ST. I / NEW 30"0 REINFORCED SPRINGFIELD, OR 97477 (P) UNDERGROUND FIBER AND POWER ROUTES CAISSON, SEE DETAIL q Sheet Title: (E) GRADE (UNLESS OTHERWISE INDICATED FIBER AND ELECTRICAL WORK TO BE PERMITTED AND PERFORMED BY OTHERS) D 1 FINISHED GRADE ELEVATIONS ELEV. 0'-0" Sheet Number: A-5 EXISTING EAST ELEVATION 24"x36" SCALE: 3,8" _ , -a„ 2®121 PROPOSED EAST ELEVATION 24"x36" SCALE: 3/8" _ 1'-0" 2® 1 CONCRETE NOTES: QUASI OMNI 12-PORT CANISTER ANTENNA el PREPARED FOR 1. MAXIMUM POLE REACTIONS (BY SABRE INDUSTRIES), MANUFACTURER: KMW FACTORED MOMENT Mu=9.4 FT-KIP PART NUMBER: FX-OM2L1OH2 AXIAL, Pu=3.12 KIPS DIAMETER: 16" SHEAR, Vu=0.47 KIPS HEIGHT: 24" 2. CONCRETE SHALL CONFORM TO ACI 318. WEIGHT WO/MOUNT: 34.2 LBS AT&T 3. CONCRETE SHALL HAVE A MINIMUM 28 DAYS COMPRESSIVE VOLUME: 3.1416 (0.66666 FT)A2 x (2 FT) = 2.79 CUBIC FEET STRENGTH OF 5000 PSI. 4. REINFORCING STEEL SHALL CONFORM TO ASTM A615. 19801 SW 72ND AVE. 5. SOIL IS PRESUMPTIVE CLAY SOIL WITH MINIMUM CODE ALLOWABLE TUALATIN, OR 97062 1500 PSI SOIL BEARING PRESSURE. 16" Vendor: 'S INFRASTRUCTURE (12) #5 VERTICALS EQUALLY SPACED 2030 MAIN ST. -7°, SUITE 200 #4 TIES @ 18" O.C. IRVINE, CA 92614 J5 PROJECT ID: P-042815 ryA Vendor: 3„ �- C O (CLR) O O SECTION 30"0 REINFORCED CAISSON )'y�CHAMFER(TYP) (fc=5000 PSI) C ;0� _ z � Vendor: GRADE in-i— -T w O O w Z #4 TIES Q 18" O.C. l (CLR) ^ I DRAWN BY: MDA � (12) #5 VERTICALS CHECKED BY: JMM EQUALLYSPACED 30"(d FRONT VIEW BOTTOM VIEW ELEVATION CAISSON DETAIL ANTENNA SPECIFICATIONS 4 2 N.T.S. N.T.S. SURGE PROTECTION BOX MANUFACTURER: RAYCAP PART NUMBER: RSCAC1333-P-240-DL WEIGHT: 8 LBS DIMENSIONS (LxWxH): 9.38" x 6.25" x 10.43" VOLUME: (0.781 FT) x (0.52FT) x (0.869 FT) = 0.353 CUBIC FEET 0 04/06/21 100% CDs REV DATE DESCRIPTION 6.25" 9.38" 5.06" Licensor: 8.59" � S �� � Q 89198PE OREGON ,p 9L 9Y 13, % r`&VINHG�� 6/21 EXPIRES: 12131121 �o _ = v c6 "I HEREBYCERTIFYTHAT THESE PLANS WERE PREPARED BY ME OR UNDER My DIRECT SUPERMSIRVISIONANO THAT AM DULY REGISTERED ENG LINGER THE LAWS OFTHE STATE OFO OF OREGON' O AT&T Site ID: O CRAN RWOR EUG02 015G 20672-013G SIDE VIEW FRONT VIEW M40 GLANDS CAN BE 170 S 21 ST ST. REPLACED BY 1-1/4" NPT SPRINGFIELD, OR 97477 CONDUIT FITTINGS FFE 11 Sheet Title: O ❑ DETAILS o O o D 0 OSheet Number: D-1 AC DISCONNECT W/ SURGE PROTECTION SPECIFICATION NOT USED 3 BOTTOM VIEW 1 N.T.S. N.T.S. RF WARNING SIGNS AVAILABLE FROM EXCEL SIGN AND DECAL: https://vv\t\w.weneedsigns.com/product.php?productid=I 71904&cat=1 135 &page= l CLICK ON AT&T PH: 510-651-0445 NO] -DC -16 1"x6" NOTICE DECAL "FOR 1 FOOT DISTANCE' VYVYL DECAL WITH ADHESIVE BACKING 1 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 111 AT&T TGA R D_002 1=800=638=2822 USID: 192355 - IDENTIFICATION SIGN AT DISCONNECT I 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(6) 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 OAXT 19801 SW 72ND AVE. TUALATIN, OR 97062 Vendor: 'S INFRASTRUCTURE 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 J5 PROJECT ID: P -04,B15 Vendor: 1 Licensor: A, 1 I EXPIRES: 12131/21 1 "I HEREBY CERfIEY THAT THESE PIANS WERE PREPARED BY ME OR UNDER My DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OEOREGON AT&T Site ID: CRAN_RWOR_EUG02_015G 20672-013G 170 S 21 ST ST. SPRINGFIELD, OR 97477 Sheet Title: RF WARNING SIGNS Sheet Number: RF -1 1 ML1lld BsF1ld a.k� a P.rco ,r ocatfon Confrgvrs Corr br pk3ymenfs poet Sep • 17 (From 4Qf 7) 6-1`�orl M idM igha Band Mtenga sac E cm Pllrsc�e "'Cam RFLIM-1 E05 �'0 •Pr3e xxx xxx AIC mks MTG. POLE. xx xxx FEED: CL _. Aptienna Ootiun : - SI ngLa Antenna : 4 Ports M ic-Dand (2 GH2) + 2 Parts H igh-Ba nd (5G Hz) - Alternate Products suppodinlg Low- Band andoor 3.6 GHz H.W.178axd W 13an d ~fin FRF -2 rldft .w w�r�• AC SDU rCe Dark FIWrs toiftm Hub PLUMBING DIAGRAM PC&I Cros3 Band Corn biner Options - RRI -1: 4T4R .Nr3cale Micro B251PCS -RRH-2.4T4R aiI IAINB - RRH-3: 2T AirSc ale Mic ro B Ml56 HzfLAA - AC Power r4iodiules - C PR1 Cha in not suppurtect initially for Air&: alem I (%ill n Bed a dsdcatad C PRI for eac h Rad 10) E C IIStrULA10n Reg0reffi t • 6 F IbQ Fs Front 0 Ul reed ired PANEL SCHEDULE VOLTAGE, PHASE: 120V 2W, 1 PH AIC 22KA MTG. POLE. VA: 4020 FEED: BOTTOM AMPS 33.5 NEMA RATING: NEMA 4x MAIN BRKR: 60 AMPS zo CKT DESCRIPTION VA PER PHASE BRKR P c(n NO. L-1 L-2 AMPS 1 RADIO — 1 670 15 1 2 RADIO — 2 670 15 1 3 SPARE 670 15 1 4 SPARE 670 15 1 5 SPARE 670 15 1 6 SPARE 670 15 1 — CONNECTED VA/PHASE 2010 2010 — CONNECTED AMPS/PHASE 16.75 16.75 24"x36" SCALE: NTS 121 DC POWER SCHEMATIC 1UIT el PREPARED FOR 4) AT&T 19801 SW 72ND AVE. TUALATIN, OR 97062 Vendor: 0121 INFRASTRUCTURE 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 J5 PROJECT ID: P-042215 Vendor: 0 04/06/21 100% CDs REV DATE DESCRIPTION Licensor: I EXPIRES: 12/31/21 1 DUIT " I HEREBY CERTIFY THAT THESE PLANS WERE PRE -RED BY POLE. I ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE DUIT 1 OFOREGON' AT&T Site ID: CRA N_RWOR_EUG02_015G 20672-013G 170 S 21 ST ST. SPRINGFIELD, OR 97477 Sheet Title: PLUMBING DIAGRAM & DC POWER SCHEMATIC Sheet Number: E-1 24"x36" SCALE: NTS 'l 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 1. 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 ROD AT THE BASE OF THE POLE AND BE PUBLIC. EXTEND PLASTIC MOLDING ADJACENT TO THE ANTENNA FEEDLINE CONDUIT. THE GROUND WIRE SHALL BE PERMANTLY CONNECTED AT LEAST TWO INCHES BELOW GRADE. TO THE GROUND ROD. 3. WHERE A UTILITY CO. NEUTRAL CONDUCTOR EXISTS, THE GROUND WIRE SHALL BE PERMANTLY BONDED THE GROUND WIRE SHALL BE IN ONE CONTINUOUS LENGTH. 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 BOND OVER ROD & INTACT GROUND WIRE EXISTS) AT THE BASE OF THE POLE. THIS INSTALLATION SHALL MEET OR 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 GROUND WIRE ON POLE BETWEEN FACE (NOTCH POLE, EXCEPT AT THE POINT WHERE IT MUST BE EXPOSED FOR BONDING TO THE UTILITY CO. SERVICE NEUTRAL. NEUTRAL. 6. THE UTILITY CO. AND COMMUNICATION GROUND RODS SHALL BE BONDED TOGETHER USING COPPER #6 AWG WIRE GROUNDING 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' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O '0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0' 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 GROUNDING RAR 24"x36" SCALE: NTS NOT USED 24"x36" SCALE: NTS WIN N #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 rO 1 1 WIRE TO GROUND RAR CONNECTION ri 1/16" 0 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. IREFERENCE OF UTILITY CO. STD. 1/2" PLASTIC MOULDING— #2 SOLID BARE TINNED COPPER WIRE (TYP.) CeT p 2 GROUND ROD CLAMP GROUND ROD, u 5/8"0 X 8' LONG (NOT REQUIRED IF PGE GROUND ROD IS PRESENT) —A 1 CONNECT TO SECONDARY OR SERVICE NEUTRAL 5 1 HARDWARE DETAIL FOR EXTERIOR CONNECTIONS E E 0 Lni 2 IC -CRIMP DETAIN TYPE SS TYPE TA -D '6' =CTOR CRIMP CONNI TYPE PT TYPE VN 24"x36" SCALE: NTS 13 TYPE GL TYPE NC TYPE W TYPE GT 24"x36" SCALE: NTS 16 ICARDWELD DETAILS TYPE VS TYPE GY TYPE VB TYPE GR 24"x36" SCALE: NTS PREPARED FOR JDAT&T 19801 SW 72ND AVE. TUALATIN, OR 97062 Vendor: 'S INFRASTRUCTURE 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 J5 PROJECT ID: P -042B]5 Vendor: 0 04/06/21 100% CDs REV DATE DESCRIPTION Licensor: I EXPIRES: 12/31/21 1 IIErE9vcRED Y THAT THEE PLANS WERE ENGOF OREGON' THE PREPARED BY L OR UNDER MY DIRECT SUPERVISION AND THAT I AM REGISTERED ENCI NEER UNEER THE LAws of THE STATE AT&T Site ID: CRAN_RWOR_EUG02_015G 20672-013G 170 S 21 ST ST. SPRINGFIELD, OR 97477 Sheet Title: GROUNDING DETAILS Sheet Number: G-1 7 LEGEND PREPARED FOR ■ MECHANICAL CONNECTION, DBL -BOLT OR EQUAL AT&T • CADWELD CONNECTION OR EQUAL IN-LINE Cu C -CRIMP, SPLIT -BOLT OR EQUAL 19801 SW 72ND AVE. TUALATIN, 01 97012 Vendor: 'S INFRASTRUCTURE 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 J5 PROJECT ID: P -042B]5 (P) OMNI DIRECTIONAL ANTENNA PER PLAN, TYP. Vendor: 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 RRU EQUIPMENT BONDING JUMPER #6 AWG GREEN STRANDED COPPER, TYP. 0 04/06/21 100% 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 4 9 89198P�E OR GREEN STRANDED COPPER DISCONNECT CONTINUOUS TO GROUND POLE GROUNDING OREGON p 9L 9/' 13,1 SVINHG� /21 qb POLE GROUNDING BAR 2" W x 6' EXPIRES: 12/31/21 CU/CU CLAD W/DBL. BOLT CONN. METER (IF APPLICABLE) (E) FINISHED SURFACE ME OReUNDEER IMy THAT EC SSUPERVSION ANPREPARED THAT I AM DU Lr REGISTERED ENcmEER UNDER THE LAWS OF THE STATE OEOREGON' o z PILE GROUNDING AT&T Site ID: CRA N_RWOR_EUG02_015G EXOTHERMIC WELD CONNECTION TO NEW GROUND ROD 20672-013G (N) GROUND ROD 5/8" x 8' LONG 170 S 21 ST ST. COPPER CLAD STEEL SPRINGFIELD, OR 97477 Sheet Title: TYPICAL GROUNDING DIAGRAM Sheet Number: G-2 NOT USED TYPICAL GROUNDING DIAGRAM 24"x36" SCALE: NTS 1