HomeMy WebLinkAboutPlan, Tentative APPLICANT 4/14/2021SITE PHOTO
SITE NAME: CRAN_RWOR_E0002_015G
PREPARED FOR
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AT&T
POLE#: POLE#
SC I P I D # : 20672-013G
19801 TUALAW7 897062.
TUALATIN, OR 97062
SITE TYPE: WOOD UTILITY POLE
Vendor:
AT&T
SITE ADDRESS: 170 S 21 ST ST.
1j'5 INFRASTRUCTURE
-
2030 MAIN ST.
SPRINGFIELD, OR
97477
SUITE 200
IRVINE, CA 92614
�s PROJECT ID: P-oa�i s
Vendor:
COUNTY: LANE COUNTY
--
JURISDICTION.
CITY OF SPRINGFIELD
_-
SITE INFORMATION
VICINITY MAP
LOCAL MAP
PROJECT DESCRIPTION
Vendor:
SITE INFORMATION:
��-
PROPOSED SITE BUILD OF AN UNMANNED TELECOMMUNICATIONS
SITE NAME:
CRAN_RWOR_EUG02_015G_�_
-
FACILITY,
ON AN PROPOSED POLE WITHIN THE PUBLIC RIGHT -OF WAY
SKIP ID # :
20672-013G
A
--
CONSISTING
OF THE FOLLOWING:
LATITUDE:
LONGITUDE:
44°02'43.34"N (44.04537)
-122059'40.34"W (-122.99454)
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REMOVAL:
SITE ADDRESS:
170 S 21ST ST.
SPRINGFIELD, OR 97477
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EXISTING WOOD UTILITY POLE
DRAWN BY: MDA
COUNTY:
LANE COUNTY
Irving
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INSTALLATION:
JURISDICTION:
CITY OF SPRINGFIELD
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PROPOSED AT&T SABRE 16" SMARTSTACK POLE
CHECKED BY: JMM
ZONING CLASSIFICATION:
LMI
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PROPOSED AT&T CANISTER ANTENNA
CONSTRUCTION TYPE:
OCCUPANCY:
ADJACENT PARCEL#:
N/A
N/A
1703364205400
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(3)
AT&T DISC ONNECT/SURGE SUPPRESSOR
PROPOSED AT&T CONDUITS
OVERLAY ZONE:
NONE
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PROPOSED AT&T COMBINERS
SPECIAL COMPLREA IANCE:
A.D.A COMPLIANCE:
NONE
FACILITY IS UNMANNED AND NOT FOR
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S/T
POLE OWNER:
SPRINGFIELD UTILITY BOARD
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Eugene
--
ADDRESS:
PHONE:
1001 MAIN ST.
SPRINGFIELD, OR 97477
(541) 7443784
„eUniversity Springfield
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College HIII
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APPLICANT /CARRIER:
NEW CINGULAR WIRELESS PCS, LLC ('AT&T")
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ADDRESS:
CONTACT:
PHONE:
19801 SW 72ND AVE.
TUALATIN, OR 97062
KRISTY WEAVER
(425) 214-2186
MI Pisgah
Arboretum
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POLE CHANGE
° 04/13/21
100% CDs
G"eM1e" Jasper
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REQUIRED
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REV DATE
DESCRIPTION
Licensor:
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PJB OO R7H
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89198PE
PROJECT
TEAM
CODE COMPLIANCE
DRIVING DIRECTIONS
SHEET INDEX REV.
OREGON
ENGINEER:
SREACQUISITION:
ITHEnFOLLOWING
DIRECTIONS FROM PDX AIRPORT:
T-1
GN -1
TITLE SHEET
GENERAL NOTES
0
0
ea O
9 9y13,�I Jam'
SVINHG�4 13/21
EDITIONS OF CODES AS ADOPTED BY LOCATION GOVERNING AUTHORITIES.IENT
J5 INFRASTRUCTURE PARTNERS J5 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: 12131/21
EMAIL: jchung@J5IP.com
EMAIL: nerlund@J5IP.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
AT&T CONSTRUCTION MANAGER: CONSTRUCTION MANAGER:
COMMERCIAL ELECTRICAL CODE:
4.
(0.5 MILES)
MERGE ONTO I-205 S (2.6 MILES)
A-3
A-4
lA LETTER AND SURVEY
ELEVATIONS
-
0
n OReUNDER CERTIFY THATTHESE
EPERVISION ANDTHAT II Ai, r
DULY REGISTERED ENGINEER UNDERTHE LAWS OFTHEST- 1
OF ORUE ON
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)
RF -1
RF WARNING SIGNS
0
UNDERGROUND FACILITIES BEFORE
YOU DIG IN OREGON, CALL OREGON
8OR
8.
KEEP RIGHT TO STAY ON -5 S (106 MILES)
E-1
PLUMBING DIAGRAM & DC POWER SCHEMATIC
0
CRA N_RWOR_EUG02_O15G
AT&T RF ENGINEER:
ARE MANAGER:
UTILITY NOTIFICATION CENTER
9.
TAKE EXIT 194A TO MERGE ONTO OR -126 E (1.2 MILES)
G-1
GROUNDING DETAILS
_0
CONTACT: CHRIS
J5 INFRASTRUCTURE PARTNERS
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
tt.comOSGO
EMAIL: co3884Qatt.com
CONTACT: JOSH MALBERG
www.digsafelyoregon.com
11.
TURN RIGHT ONTO PIONEER PKWY W (1.0 MILES)
EMAIL: jmalberg@j5ip.com
PH: (208) 316-1897
OREGON STATUTE
Know what's below. REQUIRES MIN OF 2
12.
13.
CONTINUE ONTO S 2ND ST (180 FT)
TURN LEFT ONTO OR -126 BUS E (1.5 MILES)
170 S 21 ST ST.
WORKING DAYS NOTICE
CaII 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:
Sheet Title:
CONTACT: WENDY LONG J5 INFRASTRUCTURE PARTNERS
LEGAL DESCRIPTION
EMAIL:wlong@j5ip.com
PH: (206) 321-1116
CONTACT: DAVE BARNES
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 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.
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
STAID
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 S
2030 MAIN ST.
SUITE 200
IRVINE, CA 92614
J5 PROJECT ID: P-042315
Vendor:
0 04/13/21 100% CDs
REV DATE DESCRIPTION
Licensor: �-
/Z1
EXPIRES: 12/31/21
I HEREBY CERTIFY THAT THESE EDAM WERE PREPARED BY
ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM
NLY REGISTERED ENGINEERUNDER THE LAWS 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:
GENERAL NOTES
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19801 SW 72ND AVE.
TUALATIN, OR 97062
Vendor:
'SINFRASTRUCTURE
2030 MAIN ST.
SUITE 200
IRVINE, CA 92614
J5 PROJECT ID: P-042815
Vendor:
0 04/13/21 100% CDs
REV DATE DESCRIPTION
Licensor: A.
/Z1
EXPIRES: 12131/21
I HEREBY CERIIEY 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:
CRAN_RWOR_EUG02_015G
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19801 SW 72ND AVE.
TUALATIN, OR 97062
Vendor:
'SINFRASTRUCTURE
2030 MAIN ST.
SUITE 200
IRVINE, CA 92614
J5 PROJECT ID: P-042815
Vendor:
0 04/13/21 100% CDs
REV DATE DESCRIPTION
Licensor: A.
/Z1
EXPIRES: 12131/21
I HEREBY CERIIEY 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:
CRAN_RWOR_EUG02_015G
20672-013G
170 S 21 ST ST.
SPRINGFIELD, OR 97477
Sheet Title:
OVERALL SITE
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TUALATIN, OR 97062
Vendor:
'51NFRASTRUCTURE
2030 MAIN ST.
SUITE 200
IRVINE, CA 92614
J5 PROJECT IT: P-042315
Vendor:
/Z1
EXPIRES: 12/31/21
I HEREBY CERTIFY THAT THESE EDAM WERE PREPARED BY
ME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM
NLY REGISTERED ENGINEER UNDER THE LAWS OFTHE STATE
OF OREGON
AT&T Site ID:
CRAN_RWOR_EUG02_015G
20672-013G
170 S 21 ST ST.
SPRINGFIELD, OR 97477
Sheet Title:
DEMO SITE
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19801 SW 72ND AVE.
TUALATIN, OR 97062
Vendor:
'51NFRASTRUCTURE
2030 MAIN ST.
SUITE 200
IRVINE, CA 92614
J5 PROJECT IT: P-042315
Vendor:
/Z1
EXPIRES: 12/31/21
I HEREBY CERTIFY THAT THESE EDAM WERE PREPARED BY
ME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM
NLY REGISTERED ENGINEER UNDER THE LAWS OFTHE STATE
OF OREGON
AT&T Site ID:
CRAN_RWOR_EUG02_015G
20672-013G
170 S 21 ST ST.
SPRINGFIELD, OR 97477
Sheet Title:
DEMO SITE
PLAN
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A-1.1
10 5 0 ORTH 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.
AT&T IS RESPONSIBLE FOR MAKE READY COORDINATION AND CONSTRUCTION.
(E) PARKING LOT J
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(P) AT&T WORK AREA
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2' 1 0" 2'
PREPARED FOR
AT&T
19801 SW 72ND AVE.
TUALATIN, OR 97062
Vendor:
'S INFRASTRUCTURE
2030 MAIN ST.
SUITE 200
IRVINE, CA 92614
JS PROJECT ID: P-0415
Vendor:
/Z1
EXPIRES: 12131/21
I HEREBY CERTIFY THAT THESE EDAM WERE PREPARED BY
ME OR UNDER MY DIRECT SUREWISION AND THAT I AM
,ULY REGISTERED ENGINEER UNDER THE LAWS 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:
SITE PLAN
Sheet Number:
A-2
1
1A SURVEY CERTIFICATION
CENTENNIAL BLVD
�
HORIZONTALLY AND THAT THE SITE
ELEVATION IS ACCURATE TO WITHIN +3 FEET VERTICALLY, WHICH MEETS
-
--
�
(GEOGRAPHIC COORDINATES) ARE IN
TERMS OF THE NORTH AMERICAN
DATUM OF 1983 (NAD 83) AND ARE
REGISTERED
EXPRESSED AS DEGREES ( - ), MINUTES ( ' ), AND SECONDS ( " ). TO
PROFESSIONAL
THE NEAREST HUNDREDTH OF
A SECOND. THE VERTICAL DATUM
LAND SURVEYOR
(ELEVATION AMSL) IS IN TERMS
OF THE NORTH AMERICAN VERTICAL
P_RINGFIELD
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Date: 6/1/2020
tST
S&F Land Services
Proj No: 2019-177-18
DECEMBER 30, 2010
158 SW SCHOLLS FERRY RD, SUITE A www.sfcnds.com
Prepared: C.M.I. SHEET
ANDREW JOHN PLETT
7853SPLS
)RTLAND, OR 97225 info®sfonds.com
13-345-0328
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GROUND ELEVATION: 470.36 FEET (NAVD 88)
HEIGHT:
@ TOP OF POLE:
DATE OF SURVEY:
29.43 FEET
MAY 31, 2020
RE: SCIP ID#: PDX20572-013
170 S 21ST ST
SPRINGFIELD, OR 97477
(ACT)
2000 0 1000 2000 4000
9 INCH = 2000 FEET
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1A STANDARDS AS DEFINED ON
THE FAA ASAC INFORMATION SHEET
91:003. THE HORIZONTAL DATUM
(GEOGRAPHIC COORDINATES) ARE IN
TERMS OF THE NORTH AMERICAN
DATUM OF 1983 (NAD 83) AND ARE
REGISTERED
EXPRESSED AS DEGREES ( - ), MINUTES ( ' ), AND SECONDS ( " ). TO
PROFESSIONAL
THE NEAREST HUNDREDTH OF
A SECOND. THE VERTICAL DATUM
LAND SURVEYOR
(ELEVATION AMSL) IS IN TERMS
OF THE NORTH AMERICAN VERTICAL
DATUM OF 1988 (NAVD 88).
Date: 6/1/2020
MkAno
OREGON
S&F Land Services
Proj No: 2019-177-18
DECEMBER 30, 2010
158 SW SCHOLLS FERRY RD, SUITE A www.sfcnds.com
Prepared: C.M.I. SHEET
ANDREW JOHN PLETT
7853SPLS
)RTLAND, OR 97225 info®sfonds.com
13-345-0328
Checked; A.J.P. 1 OF 1
RENEWS 12/31/20
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Date: 6/1/2020 SHEET
■ SErvices Proj No: 2019-177-18 1 OF 1
Prepared. C.M.I.
4858 SW SCHOLLS FERRY RD. SUITE A www.5flands.com
PORTLAND. OR 97225 infoCsAands.com Scale: 1"=10'
503-345-0328
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DECEMBER 30, 2010
ANDREW JOHN PLETT
RENEWS 12/31/20
PDX20672-013-G
PREPARED FOR
AT&T
19801 SW 72ND AVE.
TUALATIN, OR 97062
Vendor:
15 INFRASTRUCTURE
2230 MAIN ST.
SUITE 200
IRVINE, CA 92614
J5 PROJECT ID: P-042815
Vendor:
Licensor: 1
"I HEREBY CERUFY 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:
CRAN-RWOR-EUG02-015G
20672-013G
170 S 21 ST ST.
SPRINGFIELD, OR 97477
Sheet Title:
1A LETTER AND
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A-3
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NAD 83
_ LAT - 44`02'43.34" N
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Date: 6/1/2020 SHEET
■ SErvices Proj No: 2019-177-18 1 OF 1
Prepared. C.M.I.
4858 SW SCHOLLS FERRY RD. SUITE A www.5flands.com
PORTLAND. OR 97225 infoCsAands.com Scale: 1"=10'
503-345-0328
POLE DETAIL
- NOT TO SCALE -
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LAND SURVEYOR
OREGON
DECEMBER 30, 2010
ANDREW JOHN PLETT
RENEWS 12/31/20
PDX20672-013-G
PREPARED FOR
AT&T
19801 SW 72ND AVE.
TUALATIN, OR 97062
Vendor:
15 INFRASTRUCTURE
2230 MAIN ST.
SUITE 200
IRVINE, CA 92614
J5 PROJECT ID: P-042815
Vendor:
Licensor: 1
"I HEREBY CERUFY 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:
CRAN-RWOR-EUG02-015G
20672-013G
170 S 21 ST ST.
SPRINGFIELD, OR 97477
Sheet Title:
1A LETTER AND
SURVEY
Sheet Number:
A-3
I A LETTER 21 SURVEY ORT 1
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.
3. PROPOSED CONDUITS TO BE ROUTED INSIDE POLE.
4. NEW EQUIPMENT TO BE PAINTED WITH RF TRANSPARENT, OUTDOOR RATED PAINT TO
i
, ^ AT&T
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
MATCH CURRENT CONDITIONS AND CODE.
Vendor:
T.O. PROPOSED AT&T CANISTER ANTENNA
ELEV. 38'-0" (A. G.L.)
'5 INFRASTRUCTURE
STRUCTURAL ANALYSIS OF NEW POLES ARE BY OTHERS.
_} RAD _0" CENTER OF PROPOSED AT&T CANISTER ANTENNA
Y ELEV. 37(A.G.L.)—
(1) (P) AT&T CANISTER ANTENNA
SEE DETAIL
D-1
R A R T IN R R s
2030 MAIN ST.
SUITE 200
IRVINE, CA 92614
AT&T IS RESPONSIBLE FOR MAKE READY COORDINATION AND CONSTRUCTION.
0
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7
1
J5 PROJECT ID: P-0415
Vendor:
T.O.S. PROPOSED AT&T SABRE 16" SMARTSTACK POLE
ELEV. 33'-0" (A. G. L.)
I
16"
I
I
Vendor:
4'SKW ACCESS
I
I
PORT
I
I
RELOCATED OVERHEAD WIRES
I
ALL (P) AT&T CABLES TO BE RUN INSIDE POLE
DRAWN BY: MDA
0 RELOCATED WIRE CONNECTION
(1) (P) AT&T SABRE 16" SMARTSTACK POLE
CHECKED BY: JMM
ELEV. 23'-8" (A.G.L.)
I
T.O. (E) WOODEN POLE
ELEV. 29'-5" (A.G.L.)
I
I
I
CAUTION: (E) OVERHEAD WIRES
T.O. EQUIPMENT BAY SMARTSTACK POLE
I
(TO BE RELOCATED)
ELEV. 20'-0" (A.G.L.)
III
I
I
EQUIPMENT BAY WITH
(E) GUYED WIRE
(P) (2) AT&T COMBINERS
(E) WIRE CONNECTION (TO BE REMOVED)
ELEV. 23'-8" (A.G.L.)
CLJ
T.O. EQUIPMENT BAY SMARTSTACK POLE
ELEV. 14'-4" (A.G.L.)
I
III
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EQUIPMENT BAY
0 04/13/21
100% CDs
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FOR FUTURE AT&T EQUIPMENT
REV DATE
DESCRIPTION
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Licensor'.
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IIhJJIII
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89198PE
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T.O. UTILITY BAY SMARTSTACK POLE
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UTILITY BAY WITH:
(P) AT&T DISCONNECT / SURGE SUPPRESSOR
SEE DETAIL
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ELEV. 5'-8" (A.G.L.)
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EXPIRES: 12/31/21
(E) CHAIN -LINK FENCE
1I
6'xKWACCESS PORT
' I HEREBY CERTIFY THAT THESE PLAINS WERE PREPARED E'r
ME OR UNDER MY DIRECT SUPERVISION AND THAT I AK1
DULY REGISTERED ENGINEER UNDER THE LAWS OF THE SI SI
OF OREGON'
(E) SIDEWALK/GRADE
1 (E) WOOD UTILITY POLE
I\I
I
AT&T Site ID:
(TO BE REPLACED)
I
(E) CHAIN -LINK FENCE
FINISHED GRADE M
EL EV.O'-0"
I
CRAN_RWOR_EUG02_015G
11I
I
I
20672-013G
III'
(E) SIDEWALK/GRADE
I
(P) UNDERGROUND FIBER AND POWER ROUTES I
(UNLESS OTHERWISE INDICATED FIBER AND ELECTRICAL
WORK TO BE PERMITTED AND PERFORMED BY OTHERS) I
v
I
I NEW 30"41 REINFORCED
CAISSON, SEE DETAIL
I
D-1
1 70 S ST ST.
SPRINGFIELD, OR 97477
Sheet Title:
IIj
IhII
I
I
FINISHED GRADE
ELEVATIONS
ELEV. 0,_0„
Sheet Number:
A-4
EXISTING NORTH ELEVATION 24"x36" SALE: 3/8" = 1'-0" Z®
2
PROPOSED NORTH ELEVATION 24"x36" SCALE: 3/8" = V-0" Z®
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.
i^
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
MATCH CURRENT CONDITIONS AND CODE.
Vendor:
T.O. PROPOSED AT&T CANISTER ANTENNA
ELEV. 38'-0" (A.G.L.)
r1NFRASTRUCTURE
v A R T R R R s
STRUCTURAL ANALYSIS OF NEW POLES ARE BY OTHERS.
(1) (P) AT&T CANISTER ANTENNA
SEE DETAIL 2
2030 MAIN ST.
SUITE 200
CENTER OF PROPOSED AT&T CANISTER ANTENNA
D-1
IRVINE, CA 92614
AT&T IS RESPONSIBLE FOR MAKE READY COORDINATION AND CONSTRUCTION.
-RA
.3T-0" (A.G.L.)
PROJECT ID: P-042315
11
o
Vendor:
an
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
Off —
ELEV. 23'-8" (A. G.L.) off
T.O. (E) WOODEN POLE
ELEV. 29'-5" (A. G.L.)
(1) (P) AT&T SABRE 16"
I
SMARTSTACK POLE
CAUTION: (E) OVERHEAD WIRES
I
JIII
(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.)
(E) WIRE CONNECTION l
(E) GUYED WIRE
(TO BE REMOVED)
EQUIPMENT BAY WITH
(P) (2) AT&T COMBINERS
ELEV. 23'-8" (A. G.L.) off
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D-1
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PERF. SCREEN VENTS FOR
CONVECTIVE COOLING, 3 PLACES
II'
T.O. EQUIPMENT BAY SMARTSTACK POLE
ELEV. 14'-4"(A.G.L.)
0 04/13/21
100% CDs
EQUIPMENT BAY
FOR FUTURE AT&T EQUIPMENT
REV DATE
DESCRIPTION
III
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Licensor:
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89198PE
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T.O. UTILITY BAY SMARTSTACK POLE
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UTILITY BAY WITH:
(P) AT&T DISCONNECT /SURGE SUPPRESSOR
SEE DETAIL
D-1
OREGON
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EXPIRES: 12/31/21
ELEV. 5'-8" (A.G.L.)
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I HEREBY CERTIFY THAT THESE PLAINS WERE PREPARED BY
ME OR UNDER MY DIRECT SUPERVISION ANDTHAT IAM
DULY REGISTERED ENGINEER UNDERGGB THE LAWS oETHE STATE
of oRcoN
(E) WOOD UTILITY POLE
I
AT&T Site ID:
I
(TO BE REPLACED)
(E) GRADE
I�
(E) CHAIN -LINK FENCE
FINISHED GRADE
CRAN_RWOR_EUG02_015G
V ELEV. O'-0"
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20672-013G
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NEW 30"41 REINFORCED
170 S 21 ST ST.
SPRINGFIELD, OR 97477
f�������� rrI''p
(P) UNDERGROUND FIBER AND POWER ROUTES
I
I
CAISSON, SEE DETAIL
4
Sheet Title:
(E)GRADE
(UNLESS OTHERWISE INDICATED FIBER AND ELECTRICAL I„
WORK TO BE PERMITTED AND PERFORMED BY OTHERS)
I D-1
FINISHED GRADE
ELEVATIONS
ELEV. 0'-0"
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"
CONCRETE NOTES:
1. MAXIMUM POLE REACTIONS (BY SABRE INDUSTRIES),
FACTORED MOMENT Mu=9.4 FT -KIP
AXIAL, Pu=3.12 KIPS
SHEAR, Vu=0.47 KIPS
2. CONCRETE SHALL CONFORM TO ACI 318.
3. CONCRETE SHALL HAVE A MINIMUM 28 DAYS COMPRESSIVE
STRENGTH OF 5000 PSI.
4. REINFORCING STEEL SHALL CONFORM TO ASTM A615.
5. SOIL IS PRESUMPTIVE CLAY SOIL WITH MINIMUM CODE ALLOWABLE
1500 PSI SOIL BEARING PRESSURE.
(12) #5 VERTICALS EQUALLY
SPACED
i #4 TIES Q 18" O.C.
'G
3„
(CL
R)
SECTION
30"0 REINFORCED CAISSON CHAMEER(TYP)
(fc�000 PSI)
V
GRADE rrt-i— 7
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2
w
Z
2
0
#4 TIES Q 18" O.C. -----� I I t a 1. I 3" ^ `O
—i-� (CLR)
(12) #5 VERTICALS���
EQUALLY SPACED
30"CTI
ELEVATION
CAISSON DETAIL
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
A 9S"
SIDE VIEW
N.T.S.
N
9.38"
8.59"
O
FRONT VIEW
c
v
O
M40 GLANDS CAN BE
REPLACED BY 1-1/4" NPT
ONDUIT FITTINGS
BOTTOM VIEW
QUASI OMNI 12 -PORT CANISTER ANTENNA
MANUFACTURER:
KMW
PART NUMBER:
FX-OM21-10H2
DIAMETER:
16"
HEIGHT:
24"
WEIGHT WO/MOUNT:
34.2 LBS
VOLUME:
3.1416 (0.66666 FT)A2 x (2 FT) = 2.79 CUBIC FEET
ANTENNA SPECIFICATIONS
N.T.S.
N.T.S.
v
N
16"
FRONT VIEW
(u' O O O
O
O O
0) O
BOTTOM VIEW
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-042315
Vendor:
0 04/13/21 100% CDs
REV DATE DESCRIPTION
Licensor: A.
/Z1
EXPIRES: 12131/21
I HEREBY CERTIFY THAT THESE PLAM 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_015G
20672-013G
170 S 21 ST ST.
SPRINGFIELD, OR 97477
Sheet Title:
DETAILS
Sheet Number:
D-1
M
RF WARNING SIGNS
\VAILABLE FROM EXCEL SIGN AND DECAL:
itt 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
AT&T
19801 SW 72ND AVE.
TUALATIN, OR 97062
Vendor:
15 INFRASTRUCTURE
2030 MAIN ST.
SUITE 200
IRVINE, CA 92614
J5 PROJECT ID: P -042B]5
Vendor:
10
0 104/13/21 100% CDs
REV I DATE DESCRIPTION
EXPIRES: 12131/21
/Z1
• I HEREBY CER1IEY THAT THESE PTAM 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_015G
20672-013G
170 S 21 ST ST.
SPRINGFIELD, OR 97477
Sheet Title:
RF WARNING
SIGNS
Sheet Number:
RF -1
1
Riad esnld
Nola P1C0 f ocaton
'CrOn#rgL1,iII bF Drepavymerts posh Sep -17 From 4Qf 7)
6 -P -ort MidliFiigh Band
Antenna
cocrcm
RFI
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Cil
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Dark FRNM
tofEr m Hub
PLUMBING DIAGRAM
Hah BMW
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OK II AI'-
RRFH�
BII
AC :30UrCE!
�rltenna 0Oiiun5:
- SI ngilL, Anlenna I :
4 Port& M i -Band (2 G1 -I2) + 2 Ports H igh-B a nd (SP3 Hz�
- AltarrkatQ P:-adu c (s supporting L -ow -B a nd and?or 3.6 GHz
F1031AWC Cross Band Cxxn bider
Or}tions:
-RRI-1-1: 4T4R .143rale Micro t525+PCS
- RRH-2. 4T4R E Gp4 Mitiro B=UAWS
- RRH-3. 2T AirS ale Mic ro B MiI HzJLAA
-AC FrDW-9r MCOU111219
- C P9d Cha in n42t suppl3ttsd IrI for aIG I
(will n-ged a dedcabad C PRE for -I h Radio)
C 0IrsgrLIC110n Re[quW-Phan f'.
G fiNrs Fronth0D1 required
PANEL SCHEDULE
VOLTAGE, PHASE: 120V 2W, 1 PH
AIC
22KA
MTG.
VA:
4020
FEED:
BOTTOM
AMPS
33.5
NEMA RATING: NEMA 4x
MAIN BRKR: 60 AMPS
p
CKT
DESCRIPTION
VA PER PHASE
BRKR
P
ccf)
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
!POWER SOURCE:
1120V 2W, 1PH
ELECTRICAL DISCONNECT
-----------------------------
(N) 3/q' SCH. 80 PVC CONDUIT
W/ (1) #6 GROUND WIRE
(N) 1%2' SCH. 80 PVC CONDUIT
WITH PULL ROPE UP UTILITY POLE.;
SEE ELEVATIONS FOR CONDUIT
LOCATION
PREPARED FOR
AT&T
19801 SW 72ND AVE.
TUALATIN, OR 97062
Vendor:
15 INFRASTRUCTURE
2030 MAIN ST.
SUITE 200
IRVINE, CA 92614
J5 PROJECT ID: P-042315
Vendor:
1��
EXPIRES: 12/31/21
/Z1
I HEREBY CERTIFY THAT THESE EDAM WERE PREPARED BY
ME OR UNDER MY DIRECT SUPERVISION AND THAT IAM
NLY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE
OF OREGON
AT&T Site ID:
C R A N -R W O R -E U G02 -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
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 O O N D O 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 D 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
MMITI IOki to] we] =waIBMW, ,01=KolliIial=11111[6l\i
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
2IC—CRIME HTML
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'
ECTOR
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-042315
Vendor:
/Z1
EXPIRES: 1211
I HEREBY CERTIFY THAT THESE EDAM WERE PREPARED BY
ME OR UNDER MY DIRECT SUPERVISION AND THAT IAM
NLY REGISTERED ENGINEER UNDER THE LAWS 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:
GROUNDING DETAILS
Sheet Number:
G-1
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
J5 PROJECT ID: P-042315
(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
EQUIPMENT BONDING
JUMPER #6 AWG GREEN
STRANDED COPPER, TYP.
0 04/13/21
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
89198PE
OR GREEN STRANDED COPPER
DISCONNECT
CONTINUOUS TO GROUND
POLE GROUNDING
OREGON p O
9 3,
Li
VINNG 4 13/21
POLE GROUNDING BAR 2" W x 6'
CU/CU CLAD W/DBL. BOLT CONN.
EXPIRES: 12/31/21
METER
(IE APPLICABLE)
(E) FINISHED SURFACE
-I HEREBY
RU CERTIFY THAT THESE EWb6WEREONA DTHARm 9r
ME ORUTEREDE DIRECT U NDERsavASOFTHIAM
DULY REGISTERED ENGINEER EGGER THE WwU OEiHE UiAiE
OF OREGON
CD z
PILE GROUNDING
AT&T Site ID:
CRAN_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: N,�;
1