HomeMy WebLinkAboutPlan, Tentative APPLICANT 10/13/2021SITE PHOTO
SITE NAME: CRAN_RWOR_E0002_004H
PREPARED FOR
=-; AT&T
POLE#: A0356801
SCIP ID#: 16450-004H
19801
TUALAW7 897062ND .
TUALATIN, OR 97062
SITE TYPE: WOOD UTILITY POLE
Vendor:
SITE ADDRESS: 160 S 14TH STREET
fJ5INFRASTRUCTURE
IL
AT&T
2030 MAIN ST.
SPRINGFIELD OR 97477
IRVINESUTE 200
IC 614
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J5 PROJECT ID: P-042818
-
COUNTY: LANE COUNTY
Vendor:
JURISDICTION: CITY OF SPRINGFIELD
SITE INFORMATION
VICINITY MAP
LOCAL MAP
PROJECT DESCRIPTION
Vendor:
SITE INFORMATION:
SITE NAME: CRAN_RWOR_EUG02_004H
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PROPOSED SITE BUILD OF AN UNMANNED TELECOMMUNICATIONS
FACILITY, ON AN PROPOSED UTILITY POLE WITHIN THE PUBLIC RIGHT -OF
SKIP ID # : 16450-004H
LATITUDE: 44°2'41.7834"N (44.04494)
LONGITUDE: -123°0'20.4114"W (-123.00567)
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WAY CONSISTING OF THE FOLLOWING:
SITE ADDRESS: 160 S 14TH STREET
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REMOVAL:
•• (1) EXISTING WOOD UTILITY POLE
SPRINGFIELD, OR 97477DRAWN
BY: MLDV
COUNTY: LANE COUNTY
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INSTALLATION:
JURISDICTION: CITY OF SPRINGFIELD
ZONING CLASSIFICATION: C - COMMERCIAL
springRaid
alley Rlver Center
•• (1) PROPOSED AT&T CANISTER ANTENNA
(1) PROPOSED AT&T ANTENNA MOUNT
CHECKED BY: JDM
CONSTRUCTION TYPE: N/AQ
OCCUPANCY: N/A
Skinner
Butte Park ae
(1) PROPOSED AT&T DISCONNECT/SURGE SUPPRESSOR
ADJACENT PARCEL#: 1703363204201OVERLAY
(3) PROPOSED AT&T CONDUITS
AT&T STAND-OFF MOUNTS
ZONE: NONEPROPOSED
Eugene r r �,
•• (1) PROPOSED AT&T EQUIPMENT ENCLOSURE
SPECIAL AREA SUBZONE: NONE
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•• (1) PROPOSED WOOD UTILITY POLE
A.D.A COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR
HUMAN HABITATION
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POLE OWNER: CENTURY LINK
,
ADDRESS: 111 A STREET
CHENEY, WA 99004
age HIII
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PHONE: (509) 235-3349
APPLICANT/CARRIER: NEW CINGULAR WIRELESS PCS, LLC ("AT&T")
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ADDRESS: 19801 SW 72ND AVE.
TUALATIN, OR 97062
Mt Pisgah
POLE
POLE CHANGE
CONTACT: KRISTY WEAVER
Arboretum
PHONE: (425) 214-2186
Goshen Jasper =1 '" r
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REQUIRED
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06/09/21
10046 CDs
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DATE
I DESCRIPTION
Licensor:
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PROJECT TEAM
CODE COMPLIANCE
DRIVING DIRECTIONS
SHEET INDEX REV.
ENGINEER: SRE ACQUISITION:
ALL WORK AND MATERIALS SHALL BE PREFORMED AND INSTALLED IN ACCORDANCE WITH CURRENT
EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCATION GOVERNING AUTHORITIES.
DIRECTIONS FROM PDXAIRPORT:
T-1 TITLE SHEET 0
GN -1 GENERAL NOTES 0St
q�ONEGON,p O
9 9y 13,7 Jam'
INHG�6 g/Z1
J5 INFRASTRUCTURE PARTNERS J5 INFRASTRUCTURE PARTNERS
CONTACT: JAMES CHUNG CONTACT: NATALIE ERLUND
1. HEAD NORTHWEST ON NE AIRPORT WAY (10 FT)
A-1 OVERALL SITE PLAN 0
1 EXPIRES: 12131/21
EMAIL: jchungQJ5IP.com EMAIL: nerlundQJ5IP.com
COMMERCIAL BUILDING CODE:
2. TURN LEFT (0.2 MILES)
A-1.1 DEMO SITE PLAN 0
PHONE: (949) 247-7767 x 111 PH: (503) 539-9247
OREGON STRUCTURAL SPECIALTY CODE (OSSC)-2019
3. TURN LEFT (0.2 MILES)
A-2 ENLARGED SITE PLAN 0
.
AT&T CONSTRUCTION MANAGER: CONSTRUCTION MANAGER:
COMMERCIAL ELECTRICAL CODE:
4. SLIGHT LEFT ONTO NE AIRPORT WAY (1.8 MILES)
A-3 IA LETTER AND SURVEY -
A-4 ELEVATIONS 0
i HRRRev cRRnry THAT THESE Burs WERE PREPARED BY
ME OR UNDER MV DIRECT SURERVISION ANDTHATI AM
Dury RRciSrRRRD eNcmeER uNDRR THE uws orrHR STATE
OrOREcoN
OREGON ELECTRICAL SPECIALTY CODE (OESC)-2021
5. SLIGHT RIGHT TO MERGE ONTO I-205 S TOWARD I-84 (0.5 MILES)
A-5 ELEVATIONS 0
CONTACT: CHARLIE PITT J5 INFRASTRUCTURE PARTNERS
6. MERGE ONTO I-205 S (2.6 MILES)
AT&T Site ID:
EMAIL: cp]261@att.com CONTACT: DEVIN TAYLOR
PH: 971-295-6924
7. TAKE EXIT 21 B TO MERGE ONTO I-84 W/US-30 W TOWARD PORTLAND (5 MILES)
D-1 DETAILS 0
PH: (503) 309-1380
TO OBTAIN LOCATION OF PARTICIPANTS
8. KEEP LEFT TO CONTINUE ON I-84 W (0.4 MILES)
D-2 DETAILS 0
UNDERGROUND FACILITIES BEFORE
YOU DIG IN OREGON, CALL OREGON
811
9. TAKE THE EXIT ONTO I-5 S (1.5 MILES)
D-3 DETAILS 0
D-4 DETAILS 0
CRAN_RWOR_EUG02_004H
AT&T RF ENGINEER: A&E MANAGER:
UTILITY NOTIFICATION CENTER
OO
10. KEEP RIGHT TO STAY ON I-5 S, FOLLOW SIGNS FOR INTERSTATE 5 S/SALEM (9.6MILES)
RF -1 RF WARNING SIGNS 0
CONTACT:LEI WANG JS INFRASTRUCTURE PARTNERS
TOLL FREE: 1-800-332-2344 OR
���
11. KEEP LEFT TO STAY ON I-5 S (96.8 MILES)
UC -1 UTILITY COORDINATION SITE PLAN 0
16450-004H
EMAIL: IW4124Qatt.COm CONTACT: JOSH MALBERG
www.digsafelyoregon.com
12. TAKE EXIT 194A TO MERGE ONTO OR -126 E (0.4 MILES)
E-1 PLUMBING DIAGRAM & DC POWER SCHEMATIC 0
EMAIL: jmalbergQj5ip.com
PH: (208) 316-1897
OREGON STATUTE
Know what's below. REQUIRES MIN OF 2
13. KEEP RIGHT TO STAY ON OR -126 E (0.8 MILES)
G-1 GROUNDING DETAILS 0
1 60 S 14TH STREET
WORKING DAYS NOTICE
14. TAKE THE EXIT TOWARD SPRINGFIELD CITY CENTER (0.4 MILES)
G-2 TYPICAL GROUNDING DIAGRAM 0
SPRINGFIELD, OR 97477
ATT PROJECT MANAGER: PROJECT MANAGER:
C81I before ou dl . BEFORE YOU EXCAVATE
y
15. TURN RIGHT ONTO PIONEER PKWY W (1 MILE)
16. CONTINUE ONTO S 2ND ST (SIGNS FOR OREGON 126 BUSINESS E) (180 FT)
CONTACT: WENDY LONG JS INFRASTRUCTURE PARTNERS
EMAIL:wlongQj5ip.com CONTACT: MARTHA MILLER
17. TURN LEFT ONTO S A ST (0.9 MILES)
Sheet Title:
LEGAL DESCRIPTION
18. TURN LEFT ONTO 14TH ST (233 FT)
TITLE SHEET
PH: (206) 321-1116 EMAIL: mmillerQj5ip.com
PH: (510) 325-3362
RIGHT-OF-WAY
Sheet Number:
DO NOT SCALE DRAWINGS
T-1
CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE
& SHALL IMMEDIATELY NOTIFY THE ARCHITECT OR ENGINEER IN WRITING OF ANY DISCREPANCIES
BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME
SITE WORK GENERAL NOTES
1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START
OF CONSTRUCTION.
2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE
ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES AND WHERE REQUIRED
FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY
CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN
EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES, SUBCONTRACTOR SHALL
PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE
LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D)
TRENCHING AND EXCAVATION.
3. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND
PROJECT SPECIFICATIONS.
4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL
BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY.
5. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH
INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED.
PLUGGED, OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE
EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF CONTRACTOR, OWNER, AND/OR
LOCAL UTILITIES.
6. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL
SPECIFICATION FOR SITE SIGNAGE.
7. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS
EQUIPMENT AND TOWER AREAS.
8. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN
MATERIALS, SNOW, OR ICE SHALL BE PLACED IN ANY FILL OR EMBANKMENT.
9. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE
PRIOR TO FINISHED SURFACE APPLICATION.
10. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY
THE TOWER, EQUIPMENT, OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE AND
STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE PROJECT SPECIFICATIONS.
11. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION.
EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN
CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL.
12. NOTICE TO PROCEED - NO WORK TO COMMENCE PRIOR TO COMPANY'S WRITTEN NOTICE
TO PROCEED AND THE ISSUANCE OF A PURCHASE ORDER.
13. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION
PLANS, RIGGING PLANS, CLIMBING PLANS, AND RESCUE PLANS SHALL BE THE
RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF THE
WORK CONTAINED HEREIN AND SHALL MEET ANSI/TIA 1019 (LATEST EDITION), OSHA AND
GENERAL INDUSTRY STANDARDS. ALL RIGGING PLANS SHALL ADHERE TO ANSI/TIA-1019
(LATEST EDITION) INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR
CLASS IV CONSTRUCTION.
GENERAL NOTES
1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL
APPLY:
CONTRACTOR - J5 INFRASTRUCTURE PARTNERS
SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION)
CARRIER - AT&T
OEM - ORIGINAL EQUIPMENT MANUFACTURER
2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL
SITE TO FAMILIARIZE THEMSELVES, WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT
THE WORM CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY
DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR AND
AT&T
3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL
APPLICABLE CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL
APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS
AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE
WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND
UTILITY COMPANY SPECIFICATIONS, AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND
APPLICABLE REGULATIONS.
4. DRAWINGS PROVIDED HERE ARE NOT TO SCALE AND ARE INTENDED TO SHOW OUTLINE
ONLY.
5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT,
APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED
ON THE DRAWINGS.
6. "KITTING LIST" SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT WILL BE SUPPLIED
BY CONTRACTOR. ITEMS NOT INCLUDED IN THE BILL OF MATERIALS AND KITTING LIST
SHALL BE SUPPLIED BY THE SUBCONTRACTOR.
7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE.
8. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,
THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY
THE CONTRACTOR AND AT&T PRIOR TO PROCEEDING WITH ANY SUCH CHANGE OF
INSTALLATION.
9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES,
GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWINGS.
10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS,
LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT THE
SUBCONTRACTOR'S EXPENSE; TO THE SATISFACTION OF THE OWNER.
11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH
AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS
REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION.
12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION; TRASH AND DEBRIS
SHOULD BE REMOVED FROM SITE ON A DAILY BASIS.
ABREVIATIONS AND SYMBOLS:
ABREVIATION
AGL ABOVE GRADE LEVEL
BTS BASE TRANSCEIVER STATION
(E) EXISTING
MIN
MINIMUM
REF
REFERENCE
RF
RADIO FREQUENCY
T.B.D.
TO BE DETERMINED
T.B.R.
TO BE RESOLVED
TYP
TYPICAL
REQ'D
REQUIRED
EGR
EQUIPMENT GROUND RING
AWG
AMERICAN WIRE GAUGE
MOB
MASTER GROUND BAR
EG
EQUIPMENT GROUND
BCW
BARE COPPER WIRE
SIAD
SMART INTEGRATED ACCESS DEVICE
IRG
INTERIOR GROUND RING (HALO)
RBS
RADIO BASE STATION
SYMBOLS:
S/G SOLID GROUND BUS BAR
5 N SOLID NEUTRAL BUS BAR
g°- SUPPLEMENTAL GROUND CONDUCTOR
o�a 2 -POLE THERMAL -MAGNETIC CIRCUIT BREAKER
A�
SINGLE POLE THERMAL -MAGNETIC
GRADE TO ABOVE GRADE MUST BE #2 TINNED
CIRCUIT BREAKER
8
CHEMICAL GROUND ROD
BELOW GRADE TO WITHIN 3" TO 6" OF
TEST WELL
Q'
DISCONNECT SWITCH
END OF THE LIQUID TIGHT CONDUIT MUST BE
METER
(ADD
EXOTHERMIC WELD (CADWELD)
GROUND STANDARD DETAIL AS WELL).
(UNLESS OTHERWISE NOTED)
VDC NEG_
MECHANICAL CONNECTION
GROUNDING WIRE
ELECTRICAL INSTALLATION NOTES
1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS, NEC AND ALL APPLICABLE FEDERAL, STATE, AND LOCAL
CODES/ORDINANCES
2. CONDUIT ROUTINGS ARE SCHEMATIC SUBCONTRACTOR SHALL INSTALL CONDUITS SO THAT
ACCESS TO EQUIPMENT IS NOT BLOCKED AND TRIP HAZARDS ARE ELIMINATED.
3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE
REQUIREMENTS OF THE NEC, HILTI EPDXY ANCHORS ARE REQUIRED BY AT&T.
4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS
REQUIRED BY THE NEC.
5. CABLES SHALL NOT BE ROUTED THROUGH LADDER -STYLE CABLE TRAY RUNGS.
6. EACH END OF EVERY POWER, POWER PHASE CONDUCTOR (I.E., HOTS), GROUNDING AND T1
CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR -CODED INSULATION OR
ELECTRICAL TAPE (3M BRAND, Y" PLASTIC ELECTRICAL TAPE W/ UV PROTECTION, OR
EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM W/ NEC AND OSHA.
7. ALL ELECTRICAL COMPONENTS SHALL BE LABELED W/ THEIR VOLTAGE RATING, PHASE
CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT
ID NUMBERS (I.E. PANEL BOARD AND CIRCUIT ID'S).
8. PANEL BOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS)
SHALL 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), 600V, 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
SINFRASTRUCTURE
/P A R T N E R 3
2030 MAIN ST.
SUITE 200
IRVINE, CA 92614
J5 PROJECT ID: P-042818
Vendor:
0 06/09/21 100% CDs
REV DATE DESCRIPTION
21
EXPIRES: 12131/21
.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-EUG02-004H
16450-004H
160 S 14TH STREET
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.
STRUCTURAL ANALYSIS IS UNDER A SEPARATE
PERMIT BY OTHERS.
f(E) BUILDING)
i (E)
�PARKING�
LOT
PARCEL# : 1703363204201
OVERALL SITE PLAN
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(UNLESS OTHERWISE INDICATED ELECTRICAL WORK
TO BE PERMITTED AND PERFORMED BY OTHERS)
(UNDER SEPARATE PERMIT)
(E) WOOD UTILITY POLE
(A0356801) I
(P) AT&T DISCONNECT / SURGE SUPPRESSOR
(P) AT&T EQUIPMENT ENCLOSURE �i I
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24"x36" SCALE: 1" = 10'-0" 10 5 0 10'
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-042818
Vendor:
Licensor:
1
I HEREBY CERTIFY THAT THESE EDAM WERE PREPARED BY
ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM
,ULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE
OF OREGON
AT&T Site ID:
CRAN-RWOR-EUG02-004H
16450-004H
160 S 14TH STREET
SPRINGFIELD, OR 97477
Sheet Title:
OVERALL SITE
PLAN
Sheet Number:
A-1
1
INFORMATION SHOWN BELOW FOR DEPICTION
PURPOSES ONLY. ALL DATA GATHERED FROM
PUBLIC RECORDS AND GENERATED FROM
AERIAL IMAGES AND SITE VISITS. INFORMATION
DOES NOT CONSTITUTE A LEGAL BOUNDARY
SURVEY AND SHOULD NOT BE USED FOR
SURVEYING OR OTHER RELATED PURPOSES.
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TO DE REMOVED AND DISPOSED OF IN A
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(TO BE REPLACED)
PARCEL# : 1703363204201
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R.O.W.)
24"x36" SCALE: 1" = 10'-0"
10 5 0 10'
PREPARED FOR
AT&T
19801 SW 72ND AVE.
TUALATIN, OR 97062
Vendor:
'5 INFRASTRUCTURE
2030 MAIN ST.
SUITE 200
IRVINE, CA 92614
J5 PROJECT ID: P-042818
Vendor:
k,SVINI g/21
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 OF THE STATE
OF OREGON'
r AT&T Site ID:
CRAN_RWOR_EUG02_004H
16450-004H
160 S 14TH STREET
SPRINGFIELD, OR 97477
Sheet Title:
DEMO SITE
PLAN
Sheet Number:
A-1.1
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R.O.W.)
24"x36" SCALE: 1" = 10'-0"
10 5 0 10'
PREPARED FOR
AT&T
19801 SW 72ND AVE.
TUALATIN, OR 97062
Vendor:
'5 INFRASTRUCTURE
2030 MAIN ST.
SUITE 200
IRVINE, CA 92614
J5 PROJECT ID: P-042818
Vendor:
k,SVINI g/21
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 OF THE STATE
OF OREGON'
r AT&T Site ID:
CRAN_RWOR_EUG02_004H
16450-004H
160 S 14TH STREET
SPRINGFIELD, OR 97477
Sheet Title:
DEMO SITE
PLAN
Sheet Number:
A-1.1
1
NOTES:
1. NEW EQUIPMENT SHALL BE PAINTED FAIRFAX BROWN TO MATCH
WOOD POLE.
2. EQUIPMENT IS MOUNTED WITHIN ENCLOSURE ON THE UTILITY POLE
3. AC PANEL/DISCONNECT MOUNTED ON ENCLOSURE
4. CLEAR CLIMBING QUADRANT
5. NEW ANTENNA & MOUNT ON UTILITY POLE
6. CONTRACTOR TO INSTALL THE ENCLOSURE ON THE STREET SIDE
7. LIGHT POLE/POWER POLES ARE INTENDED TO BE PLACED IN THE
ROW ONLY.
8. CONTRACTOR SHALL VERIFY ROW BOUNDARY PRIOR TO PLACIl'
NEW POLE.
9. ALL LANDSCAPING AND SPRINKLERS SHALL BE RESTORED TO
ORIGINAL CONDITION OR BETTER.
10. ANY DISTURBED CONCRETE/BRICKWORK IN EXISTING SIDEWALK
BE REPAIRED TO MATCH CURRENT CONDITIONS AND CODE.
INFORMATION SHOWN BELOW FOR DEPICTION PURPOSES ONLY. A
DATA GATHERED FROM PUBLIC RECORDS AND GENERATED FROM
AERIAL IMAGES AND SITE VISITS. BOUNDARIES DEPICTED HEREIN M
NOT ALIGN WITH ACTUAL LEGAL BOUNDARIES AND SHOULD NOT E
USED FOR SURVEYING OR OTHER RELATED PURPOSES.
LIGHT POLE/POWER POLES ARE INTEDED TO BE PLACED IN THE ROb
ONLY. CONTRACTOR SHALL VERIFY ROW BOUNDARY PRIOR TO
PLACING A NEW POLE
PARCEL# : 1703363204201
ENLARGED SITE PLAN
i
ZA
0
CAUTION: (E) OVERHEAD UTILITY LINES
(1) (F) AT&T POWER LINE
(UNLESS OTHERWISE INDICATED ELECTRICAL WORK
TO BE PERMITTED AND PERFORMED BY OTHERS)
(UNDER SEPARATE PERMIT)
(3) (P) AT&T CONDUITS ON (P) 12"STAND-OFF:
(1) 2"CONDUIT W/ WEATHERHEAD FOR POWER
TO AC DISCONNECT ATTACHED NEXT TO
EQUIPMENT ENCLOSURE ON POLE: (1) 2"
CONDUIT FOR FIBER: (1)4"CONDUIT FOR (12)
LINES OF 1/4"COAX FROM EQUIPMENT
ENCLOSURE TO ANTENNA
(E) WOOD UTILITY POLE
(A0356801)
(P) AT&T DISCONNECT/
SURGE SUPPRESSOR
(P) AT&T EQUIPMENT ENCLOSURE
(P) AT&T CANISTER ANTENNAON NEW MOUNT
(P) AT&T WORK AREA
2'-0" (F.O.C. TO POLE)
- (E) CURB
— — — — I
22'-1" (C.L. OF THE STREET TO POLE)
30'-0" (TO C.L. OF THE STREET)
7
1-
W
W
F—
e
24"x36" SCALE: 3/8" = 1'-0"
PREPARED FOR
AT&T
.F
19801 SW 72ND AVE.
TUALATIN, OR 97062
Vendor:
'5 INFRASTRUCTURE
2030 MAIN ST.
SUITE 200
IRVINE, CA 92614
J5 PROJECT ID: P-042818
Vendor:
21
EXPIRES: 12131/21
.I HEREBY CERTIFY THAT THESE EDAM WERE PREPARED BY
ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM
NLY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE
OF OREGON'
AT&T Site ID:
CRAN_RWOR_EUG02_004H
16450-004H
160 S 14TH STREET
SPRINGFIELD, OR 97477
Sheet Title:
ENLARGED SITE
PLAN
Sheet Number:
A-2
2' 1®' ORT
PREPARED FOR
AT&T
19801 SW 72ND AVE.
TUALATIN, OR 97062
1A SURVEY CERTIFICATION
SCIP ID#: 16450—C-'4
I NAD 83
z " Kelly .q g°
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LAT – 44°02 41.77 N
�endor:
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34 h�
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SUITE 200
IRVINE, CA 92614
— �
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GEOGRAPHIC COORDINATES
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LATITUDE: 44°02'41.77" N (44.04494) (NAD 83)
x CONCRETE
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LONGITUDE: 123'00'20,41" W (-123.05567) (NAD 83)
a "
GROUND ELEVATION: 467.00 FEET (NAVD 88)
<4
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HEIGHT:
@ TOP OF POLE: 24.84 FEET (ACL)
❑ d
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4 0
0 06/09/21 100% CDs
DATE OF SURVEY: MAY 24, 2021a.
REV DATE DESCRIPTION
2000 0 1000 2000 4000
a
I POLE DETAIL
RE: SCIP ID#: 16450-004
I
Licensor,
160 14TH STREET
s
SPRINGFIELD, OR 97477 1 INCH = 2000 FEET
+I
d – NOT TO SCALE –
89198PE
I CERTIFY THAT THE LATITUDE AND THE LONGITUDE SHOWN ABOVE AREj
v OREGON �p
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1
ACCURATE TO WITHIN +15 FEET HORIZONTALLY AND THAT THE SITE
REGISTERED
VIN" 6 9
ELEVATION IS ACCURATE TO WITHIN +3 FEET VERTICALLY, WHICH MEETS
I
PROFESSIONAL
EXPIRES: 12131/21
1A STANDARDS AS DEFINED ON THE FAA ASAC INFORMATION SHEET
I LAND SURVEYOR
91:003. THE HORIZONTAL DATUM (GEOGRAPHIC COORDINATES) ARE IN
spn �W oh P
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email=andmx.plel[�sflands.mm
ISTERE ENGITTHESEDERTEWERE
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of OREGON
EXPRESSED A5 DEGREES ( }, MINUTES ( ), AND SECONDS ( ). TO PROFESSIONAL
� POWER POLE D4 WATER VALVE LominmVanmoeerWA „o;
THE NEAREST HUNDREDTH OF A SECOND. THE VERTICAL DATUM LAND SURVEYOR
DREGO
� GUY ANCHOR DECEMBER 30, 2010
AT&T Site ID:
(ELEVATION AMSL) IS IN TERMS OF THE NORTH AMERICAN VERTICAL)i,i Ny111,AndreWJahn
IiItt
ANDREW JOHN PLETr
EN=cU-A,dmWJo Plea, c=U,
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DATUM OF 1988 (NAVD 88).
ROW LINES SHOWN ARE APPROXIMATE, BASED DN GIS DATA, AND NOT A BOUNDARY SURVEY 785.`iF
CRAN-RWOR-EUG02_004H
,,, email=ar re%.pfe @® Fds.co
WA
Date: GREG q
Date: 05/26/2021 RENEWS 12/31/22
SHEET
_05/26/2021
16450-004H
■ ServicEs Proj NO: 2020-177-62 DECEMBER 30, 2010
S&F LandSepvicr=sProf NO: 2020-177-62 1 OF 1
Prepared: SHEET ANDREW JOHN PLETT
L.K.U.
Prepared: LK.U_
4858 SW SCROLLS FERRY RD, SUITE A www.sflcndscom 78538PLS
PORTLAND, OR 97225 1 OF 1
4658 SW SCHOLLS FERRY RD, SUITE A www.sfiandE.com _
PORTLAND, OR 97225 �5
160 S 14TH STREET
infaOsflvndscam Checked: A-J•P•
503-345-0328 RENEWS 12/31 /22
infv®sflvnds.cvm 1"=10'
503-345-0328 Scale:
SPRINGFIELD, OR 97477
Sheet Title:
1A LETTER AND
SURVEY
Sheet Number:
A-3
I A LETTER
2
SURVEY-
1
NOTE:
1. NEW EQUIPMENT TO BE PAINTED FAIRFAX BROWN WITH RFTRANSPARENT, UV
RESISTANT, OUTDOOR RATED PAINTED TO MATCH REPLACEMENT LIGHT POLE.
2. ALL CRAN EQUIPMENT, CONDUITS AND STAND-OFF TO BE PAINTED FAIRFAX BROWN.
3. CONTRACTOR SHALL RE -INSTALL ALL EXISTING STREET SIGNS AS NEEDED ON NEW POLE.
4. CONTRACTOR TO INSTALL ENCLOSURE ON STREET SIDE.
5. MAINTAIN A b" CLEARANCE FROM ENCLOSURE TO POLE.
b. INSTALL RF WARNING SIGNS PER MANUFACTURER SPECIFICATIONS AS REQUIRED BY
LAW OR BY THE POLE OWNER. NO ADDITIONAL SIGNAGE WILL BE POSTED.
7. PRESERVE THE CLIMBING SPACE ON THE FIELD SIDE OF THE POLE
DISCLAIMER:
ALL INFORMATION PERTAINING TO EXISTING POLE AND ANTENNA
MOUNTS ARE FOR DEPICTION PURPOSES ONLY. CONFIRMATION OF
THE STRUCTURE AND ASSOCIATED STRUCTURAL ELEMENTS ARE
BEYOND THE SCOPE OF THIS PROJECT. IN NO EVENT WILL J5
INFRASTRUCTURE PARTNERS BE LIABLE AND RESPONSIBLE FOR THE
STRUCTURES STRUCTURAL INTEGRITY AND ADEQUACY WITHOUT A
STRUCTURAL ANALYSIS DETERMINED AS SUCH PRIOR TO NEW
INSTALLATIONS.
PREPARED FOR
'
AT&T
19801 SW 72ND AVE.
TUALATIN, OR 97062
8. PROPOSED CONDUITS TO BE LOCATED ON 18" STAND-OFF WITH MAX. b" CLEARANCE
FROM THE POLE.
Vendor:
9. FIBER TO BE PROVIDED BY OTHERS UNDER SEPARATE PERMIT.
10 ALL.NDSCAPING AND SPRINKLERS SHALL BE RESTORED TO ORIGINAL CONDITION OR
BET
)SINFRASTRUCTURE
11. ANY DISTURBED CONCRETE/BRICKWORK IN EXISTING SIDEWALK TO BE REPAIRED TO
P A R T IN E R s
MATCH CURRENT CONDITIONS AND CODE.
2030 MAIN ST.
SUITE 200
IRVINE, CA 92614
STRUCTURAL ANALYSIS OF EXISTING/NEW POLES ARE BY OTHERS.
J5PRoJECrID: P-042918
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Vendor:
AT&T IS RESPONSIBLE FOR MAKE READY COORDINATION AND CONSTRUCTION.
(P) AT&T RF WARNING NOTICE SIGNS
SEE DETAILe
RF -1
Vendor:
T.O. PROPOSED AT&T CANISTER ANTENNA/T.O. PROPOSED WOODEN POLE
(1) (P) AT&T CANISTER ANTENNA
SEE DETAIL
ELO 36'-0" (A.G.L.)
e2
D-1
RAD CENTER OF PROPOSED AT&T CANISTER ANTENNA
ELEV. 35-0" (A.G.L.)
B.O. OF PROPOSED AT&T CANISTER ANTENNA _
EY LEV. 34'-0" (A.G.L.)
(1) (P) AT&T PRE MANUFACTURED STAND-OFF
ANTENNA MOUNT
SEE DETAIL 2 3
B.O. PROPOSED AT&T STAND-OFF MOUNT/T.O. PROPOSED CONDUIT
ELEV. 33'-0" (A.G.L.)�
DRAWN BY: MLDV
VIII
CHECKED BY: JDM
Iilll�l (1) (F) AT&T POWER LINE
OTHERWISE INDICATED ELECTRICAL WORK
N(UNLESS
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TO BE PERMITTED AND PERFORMED BY OTHERS)
CAUTION: (E) OVERHEAD UTILITY LINES
(UNDER SEPARATE PERMIT)
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III
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I
(P) AT&T EQUIPMENT ENCLOSURE
SEE DETAIL
D-4 D-4 D-4
0 06/09/21
100% CDs
REV DATE
DESCRIPTION
II
Licensor:
VIII
� T.O. PROPOSED AT&T EQUIPMENT ENCLOSURE
(2) (P) AT&T RF WARNING NOTICE SIGNS (BEHIND)
SEE DETAIL
RF -1
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VIII
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;tE OR UNDER My DIRECT SUFERVISION ANDTHAT i Ann
L _ w REGISTERED ENGINEER UNDER THE LAWS OFTHE STATE
OF OREGON'
I'I I
(E) WOOD UTILITY POLE
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III I
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(TO BE REPLACED)
II
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CRAN_RWOR_EUG02_004H
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(E) SIDEWALK/GRADE
160 S 14TH STREET
IIII
IIII
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SPRINGFIELD, OR 97477
I'Ne
III
Sheet Title:
FINISHED GRADE III
FINISHED GRADE
ELEVATIONS
ELEV. O,_0„
ELEV. 0.0"
Sheet Number:
A-4
EXISTING EAST ELEVATION
24"x36" SALE: 3/8" = 1'-0"Z®
2
PROPOSED EAST ELEVATION
24"x36" SCALE: 3/8" = V-0" L®-
1
NOTE:
1. NEW EQUIPMENT TO BE PAINTED FAIRFAX BROWN WITH RF TRANSPARENT, UV
PROPOSED CRAN CONDUIT PLAN
DISCLAIMER:
ALL INFORMATION PERTAINING TO EXISTING POLE AND ANTENNA
PREPARED FOR
RESISTANT, OUTDOOR RATED PAINTED TO MATCH REPLACEMENT LIGHT POLE.
2. ALL CRAN EQUIPMENT, CONDUITS AND STAND-OFF TO BE PAINTED FAIRFAX BROWN.
3. CONTRACTOR SHALL RE -INSTALL ALL EXISTING STREET SIGNS AS NEEDED ON NEW POLE.
4. CONTRACTOR TO INSTALL ENCLOSURE ON STREET SIDE.
5. MAINTAIN A b" CLEARANCE FROM ENCLOSURE TO POLE.
b. INSTALL RF WARNING SIGNS PER MANUFACTURER SPECIFICATIONS AS REQUIRED BY
LAW OR BY THE POLE OWNER. NO ADDITIONAL SIGNAGE WILL BE POSTED.
7. PRESERVE THE CLIMBING SPACE ON THE FIELD SIDE OF THE POLE
8. PROPOSED CONDUITS TO BE LOCATED ON 18" STAND-OFF WITH MAX. b" CLEARANCE
MOUNTS ARE FOR DEPICTION PURPOSES ONLY. CONFIRMATION OF — — — —�
THE STRUCTURE AND ASSOCIATED STRUCTURAL ELEMENTS ARE
BEYOND THE SCOPE OF THIS PROJECT. IN NO EVENT WILL J5 (P) 4" COAX CONDUIT
INFRASTRUCTURE PARTNERS BE LIABLE AND RESPONSIBLE FOR THE I
STRUCTURES STRUCTURAL INTEGRITY AND ADEQUACY WITHOUT A (P) 12" STAND-OFF AT4'-0"O.C.
STRUCTURAL ANALYSIS DETERMINED AS SUCH PRIOR TO NEW I
INSTALLATIONS. (P) 2" FIBER CONDUIT I
& o (P) 2" POWER CONDUIT
s ^"� AT&T
1 F
19801 SW 72ND AVE.
TUALATIN, OR 97062
FROM THE POLE.
9. FIBER TO BE PROVIDED BY OTHERS UNDER SEPARATE PERMIT.
10. ALL LANDSCAPING AND SPRINKLERS SHALL BE RESTORED TO ORIGINAL CONDITION OR
BETTER.
11. ANY DISTURBED CONCRETE/BRICKWORK IN EXISTING SIDEWALK TO BE REPAIRED TO
MATCH CURRENT CONDITIONS AND CODE.
j
(P) WOOD UTILITY POLE
A0356801
Y
I
I
i-
Vendor:
'5 INFRASTRUCTURE
P A R T R E R S
2030 MAIN ST.
SUITE 200
IRVINE, CA 92614
STRUCTURAL ANALYSIS OF EXISTING/NEW POLES ARE BY OTHERS.
I
J5 PRO JeCT ID: P21is
Vendor:
AT&T IS RESPONSIBLE FOR MAKE READY COORDINATION AND CONSTRUCTION.
24"x36" SCALE: 3/8" 1'0 ® _`_'
— " 3
' 1' 0" 2' o-
2I�
(P) AT&T RF WARNING NOTICE SIGNS
11 SEE DETAIL(
Vendor:
RF -1
T.O. PROPOSED AT&T CANISTER ANTEN NA/T.O. PROPOSED WOODEN POLE (1)(P)AT&T CANISTER ANTENNA
ELEV. 36'-0" (A.G.L.) SEE DETAIL �2
RAD CENTER OF PROPOSED AT&T CANISTER ANTENNA I D-1
ELEV. 35-0" (A.G.L.) (1) (P) AT&T PRE MAN UFACTU RED STAND-OFF
B.O. OF PROPOSED AT&T CANISTER ANTENNA _
ELEV.34'-0"(A.G.L.) ANTENNAMO NT
B.O. PROPOSED AT&T STAND-OFF MOUNT/T.O. PROPOSED CONDUIT SEE DETAIL 2 3
ELEV. 33'-0" (A.G.L.) D-2 D-2
u(I
DRAWN BY: MLDV
1111 I
CHECKED BY: JDM
CAUTION: (E) OVERHEAD UTILITY LINES
(1) (F) AT&T POWER LINE
1111
(UNLESS OTHERWISE INDICATED ELECTRICAL WORK
TO BE PERMITTED AND PERFORMED BY OTHERS)
T.O. EXISTING WOODEN POLE
(UNDER SEPARATE PERMIT)
ELEV. 24'-10" (A. G.L.)
I b"
I'll
A.L. (F) POWER LINE
(\J
EXISTING OVERHEAD UTILITY LINES l�
0 ELEV. 23'-6" (A. G.L.) I (1) (F) AT&T FIBER LINE
EXISTING OVERHEAD UTILITY LINES (UNLESS OTHERWISE INDICATED ELECTRICAL WORK
I
ELEV. 22'-6" (A.G.L.)� oHw
TO
ELEV. 22'-6" (A.G.L.) 11 - TO BE PERMITTED AND PERFORMED BY OTHERS)
(UNDER SEPARATE PERMIT)
T.O. WIRE/GUYED WIRE CONNECTION Ill
A.L. (F) FIBER LINE ll
ELEV. 22'-0" (A.G.L.)
I b
ELEV. 21'-b" (A. G.L.)
B.O. PROPOSED AT&T EQUIPMENT ENCLOSURE / PROPOSED AT&T DISCONNECT
0
06/09/21
10096 CDs
1� l
ELEV. 19'-8" (A.G.L.) I :
REV
DATE
DESCRIPTION
Ill I'
l l
Licensor:
I\J
I� I
Ill l
�1I I
1
11
T.O. PROPOSED AT&T EQUIPMENT ENCLOSURE (P) AT&T EQUIPMENT ENCLOSURE
L Illi SEE DETAIL 1 2 3
ELEV. 16'-0" (A.G.L.)
11 (2) (P) AT&T RF WARNING NOTICE SIGNS (BEHIND)
I SEE DETAIL 1 RF
89198PE
OREGON
v-7 �9Y 13,1%�J�0
&VINIAG 6 9 1
Ill'
I�1
-1
Ill
Il1I
EXPIRES: 12/31/21
1111
(1) (P) AT&T IDENTIFICATION SIGN (BEHIND)
1111 l SEE DETAIL1
J
l
I R F-1
(P) AT&T DISCONNECT / SURGE SUPPRESSOR
" HEREev CERTIFY THAT THESE Puna WERE PREPARED BY
ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM
DULY REGISTERED ENGINEER UNDER THE FAWS OFTHE STATE
OF OREGON'
SEE DETAIL
(E) WOOD UTILITY POLE
3
,l
T.O. EXISTING WIRE SUPPORT Illy (A0356801)
D-1
AT&T Site ID:
ELEV. 8'-7" (A. G.L.) I'll (TO BE REPLACED)
111
111 (P) WOOD UTILITY POLE
(Ao356801)
I
CRAN RWOR_EUG02_004H
_
16450-004H
1111 I (E) SIDEWALK/GRADE
1111 (E) SIDEWALK/GRADE
160 S 14TH STREET
Ij
SPRINGFIELD, OR 97477
�I
1111
1111
Sheet Title:
FINISHED GRADE
FINISHED GRADE
ELEVATIONS
ELEV. 0'-0"
ELEV. o'_O.
Sheet Number:
A-5
EXISTING SOUTH ELEVATION 24"x36" SALE: 3/8" = 1'-0"2
2' 1' 0 2
1 PROPOSED SOUTH ELEVATION 24"x36" SCALE: 3/8" = V-0'
2' 1' 0 2
PSEUDO OMNI 12-PORT CANISTER ANTENNA
PREPARED FOR
MANUFACTURER: GALTRONICS
PART NUMBER: GQ2412-136613
DIAMETER: 14.5"
HEIGHT: 24.0"
WEIGHT W/MOUNT: 22.7 LBS
AT&T
VOLUME: 2.29347 CUBIC FEET
PAINT: FAIRFAX BROWN
19801 SW 72ND AVE.
TUALATIN, OR 97062
14.5"
Vendor:
'S INFRASTRUCTURE
®
2030 MAIN ST.
SUITE 200
IRVINE, CA 92614
J5 PROJECT ID: P-042818
Vendor:
N
0 0o also s
1695-9}60 Wh l
Vendor:
SISP-5825 MHe
9651
690-996 WE-
452
0
1_' ,H
495-0Gf
DRAWN BY: MLDV
® ®
CHECKED BY: JDM
v
N
FRONT VIEW
BOTTOM VIEW
NOT USED
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
PAINT: FAIRFAX BROWN
0 06/09/21 100% CDs
REV DATE DESCRIPTION
6.25'
9.38"
5.06'
Licensor:
8.59"
J.
89198PE
OREGON
)'t3,2% ,�p O
9 9'
�FSVINHG
91
6
EXPIRES: 12/31/21
o
06 _
=
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• I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED 9v
ME OR UNDER MY DIRECT SUPERVISION AND THAT IAM
DULY REGISTERED ENGINEER UNDER THE LAWS OFTHE STATE
0
OF OREGON'
AT&T Site ID:
O
CRAN RWOR EUG02 004H
16450-004H
SIDE VIEW
FRONT VIEW
M40 GLANDS CAN BE
160 S 14TH STREET
REPLACED BY 1-1/4" NPT
SPRINGFIELD, OR 97477
CONDUIT FITTINGS
Sheet Title:
o
❑
o
o
DETAILS
wri
0,
0
OSheet
Number:
D-1
3 AC DISCONNECT W/ SURGE PROTECTION SPECIFICATION
BOTTOM VIEW
1 NOT USED
N.T.S.
N.T.S.
NOT USED
N.T.S.
AT-WP-OMNFGALT
S'PLEII
ANTENNA SIDE MOUNT BRACKET
N.T.S.
SHIP PPPw
W.. U-BJLT
INEW,
BILL OF MATERIALS
PC M0.PK OIY 1 DESCRIPTION
IOIALSHIP SO=2414
Suppa'Etl ON 'c
W tl�VSz>loINDM
ME Pz IM¢c
2 tl1a 1)
1.0'Mw do.
AT -WP -OMNI -GALT
Il Nlnole WlydS
I
M_M_Wird Sp®1 WM lz:
ED 9] npF
m�n��aos:
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FI:
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G�D,,J Foch. Gn
la
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095
BEY ISIHc—:
11 —h
NOTES:
1. CONTRACTOR SHALL ADJUST THE MOUNT
FOR FIT -UP AS REQUIRED.
2. ALL INSTALLATION INCLUDES RELEVANT
ATTACHMENTS TO THE STRUCTURE SHALL BE
IN ACCORD WITH THE REQUIREMENTS SET
BY THE MANUFACTURER.
N.T.S.
NUT/LW/CBP/COIL/NUTSQ
[2 PLCS]
'OSED CANISTER ANTENNA
TEL: GALTRONICS / GQ2412-86613
PROPOSED STAND-OFF WELDMENT
MODEL: AT -WP -OMNI -GALT -CB -1
01/2" x 2 1/2" x 4" U -BOLT
2NUT/2LW/2FW
[2 PLCS]
PREPARED FOR
AXT
19801 SW 72ND AVE.
TUALATIN, OR 97062
Vendor:
/'J5 INFRASTRUCTURE
2030 MAIN ST.
SUITE 200
IRVINE, CA 92614
J5 PROJECT ID: P -042B18
Vendor:
0 06/09/21 100% CDs
REV DATE DESCRIPTION
Licensor: A.
"I HEREBY CERTIFY THAT THESE PIAM WERE PREPARED 9Y
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_004H
16450-004H
160 S 14TH STREET
SPRINGFIELD, OR 97477
Sheet Title:
DETAILS
Sheet Number:
D-2
AT -WP -OMNI -GALT
OMNI ANTENNA MOUNT
AM nc Ta rCmpw ,LLC
INSTALL DRAWING
IEASSAIRM INDusRwLORJ31
ATC CATALOG
SALEM.OR 9 1
arZ7
ITT MI6 4177
IFI'FE ' OA9
IH DOSEUMEN16wEPROPRETARV W.
ER 06/01 /Z11a
6 GIB
APPROVED
OF ADVAILED IOWERCQMPM
ONES NO
FOUAS NOTED
R
RCONSIRUSBIONON
D6LOPURE REPR)'DUSBION OR USE OF
FINISH =A IM GALVANQIb TOLERANCE
ANYPARTIHEREOFMAYEEMADEDPCEPI
WELdNG: SIEELGR�:FI%EXWW FRACTION. ]�
R171201G
LCLLG4.44
PEW RITIEN PERASSIdJ_
nm ��e ac m.n vunc ANf.IFN
NOTES:
1. CONTRACTOR SHALL ADJUST THE MOUNT
FOR FIT -UP AS REQUIRED.
2. ALL INSTALLATION INCLUDES RELEVANT
ATTACHMENTS TO THE STRUCTURE SHALL BE
IN ACCORD WITH THE REQUIREMENTS SET
BY THE MANUFACTURER.
N.T.S.
NUT/LW/CBP/COIL/NUTSQ
[2 PLCS]
'OSED CANISTER ANTENNA
TEL: GALTRONICS / GQ2412-86613
PROPOSED STAND-OFF WELDMENT
MODEL: AT -WP -OMNI -GALT -CB -1
01/2" x 2 1/2" x 4" U -BOLT
2NUT/2LW/2FW
[2 PLCS]
PREPARED FOR
AXT
19801 SW 72ND AVE.
TUALATIN, OR 97062
Vendor:
/'J5 INFRASTRUCTURE
2030 MAIN ST.
SUITE 200
IRVINE, CA 92614
J5 PROJECT ID: P -042B18
Vendor:
0 06/09/21 100% CDs
REV DATE DESCRIPTION
Licensor: A.
"I HEREBY CERTIFY THAT THESE PIAM WERE PREPARED 9Y
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_004H
16450-004H
160 S 14TH STREET
SPRINGFIELD, OR 97477
Sheet Title:
DETAILS
Sheet Number:
D-2
NOT USED
N.T.S.
NOTES:
1. CONTRACTOR SHALL ADJUST THE MOUNT
FOR FIT -UP AS REQUIRED.
2. ALL INSTALLATION INCLUDES RELEVANT
ATTACHMENTS TO THE STRUCTURE SHALL BE
IN ACCORD WITH THE REQUIREMENTS SET
BY THE MANUFACTURER.
3. ALL CONDUIT AND STAND-OFFS PAINTED
FAIRFAX BROWN.
1/4" LAG BOLT, (3) AT EA. STAND-OFF
PRE MANUFACTURED ASSEMBLY
WOOD UTILITY POLE
WOOD UTILITY POLE
CONDUIT CONNECTION DETAIL
N.T.S.
ELEVATION VIEW
12"
, I..j
PRE MANUFACTURED ASSEMBLY
(P) 4" COAX CONDUIT
UNISTRUT CONDUIT CLAMP
(P) 2" FIBER CONDUIT
(P) 2" POWER CONDUIT
UNISTRUT CONDUIT CLAMP
(P) 4" COAX CONDUIT
(P) 2" FIBER CONDUIT
UNISTRUT CONDUIT CLAMP
(P) 2" POWER CONDUIT
PREPARED FOR
AMT
19801 SW 72ND AVE.
TUALATIN, OR 97062
Vendor:
51NFRASTRUCTURE
2030 MAIN ST.
SUITE 200
IRVINE, CA 92614
J5 PROJECT ID: P -042B]8
Vendor:
0 06/09/21 100% CDs
REV DATE DESCRIPTION
Licensor: A _
1
"I HEREBY CERTIFY 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
OF OREGON
AT&T Site ID:
CRAN_RWOR_EUG02_004H
16450-004H
160 S 14TH STREET
SPRINGFIELD, OR 97477
Sheet Title:
DETAILS
Sheet Number:
D-3
NOTES:
1. CONTRACTOR SHALL ADJUST THE MOUNT
FOR FIT -UP AS REQUIRED.
2. ALL INSTALLATION INCLUDES RELEVANT
ATTACHMENTS TO THE STRUCTURE SHALL BE
IN ACCORD WITH THE REQUIREMENTS SET
BY THE MANUFACTURER.
MANUFACTURER: COMMSCOPE SSC -760238852
ITEM NO.
PART NUMBER
DESCRIPTION
QTY.
1
MTM101101
ENCLOSURE MOUNT BRACKET
WELDMENT
1
2
MT -382-14
5/8" X 14" GALV THREADED ROD
2
3
SW -58
BACKING PLATE.188"X2.5"X2.5"
W/ 11/16" HOLE
2
4
GWF-05
5/8" GALV FLAT WASHER
4
5
GWL-05
5/8" GALV LOCK WASHER
4
6
GN -05
5/8" GALV HEX NUT
4
7
100521-109
WSHR,FLAT,M10,1 SS5x20x1.20,SST,PA
2
8
100522-37
WSHR, LK, SPLT, MID, SST, PASS
2
9
100534-13
SCR,HCS,HEX,M10X20,SST,PASS
2
10
SWF-03
3/8" SS FLAT WASHER
1
11
SWL-03
3/8" SS LOCK WASHER
1
12
GB -03125
3/8" X 1-1 /4" GALV BOLT KIT
1
ENCLOSURE POLE MOUNT 6" STANDOFF ASSEMBLY
N.T.S.
4X
4X
4X
2X
NT BRACKET e
D-4
EQUIPMENT ENCLOSURE
o
MANUFACTURER:
COMMSCOPE
METROCELL RADIO CONCEALMENT ENCLOSURE
PART NUMBER:
SSC -760237600
DESCRIPTION:
MICRO RADIO SOLUTION
STANDARD COLOR:
FAIRFAX BROWN
WEIGHT FULLY LOADED:
300 LBS
VOLUME:
(3.667 FT) x (1.75 FT) x (1.667 FT) = 10.7 CUBIC FEET
SHOWN MOUNTED ON AN 8" POLE
CLAMP. STRAP. AND THRU BOLT OPTIONS
3" KNOCKOUT FOR CABLE ENTRY/EXIT
O (CROSS CUT RUBBER BROMMETS INCLUDED)
FULLY VENTILATED WITH GR487 COMPLIANT
PERF PATTERNS
21"
TOP VIEW
20"
v
v
IIY
FRONT VIEW SIDE VIEW
EQUIPMENT ENCLOSURE SPECIFICATION
N.T.S.
UNIVERSAL POLE
MOUNT BRACKET
TAMPER RESISTANT
LATCH WITH PADLOCK
HASP
Z0]Ii0]SNVAMTiT-
REAR VIEW
(2) 1-1/4" TRADE SIZE
KNOCKOUTS
TAMPER RESISTANT MI0SCREWS
0 3" KNOCKOUT FOR RF
CABLE ROUTING OPTION
UNIVERSAL POLE
MOUNT BRACKET
(2) 1" TRADE SIZE KNOCKOUT
(2) 02" KNOCKOUT FOR
CABLE ENTRY/EXIT
o
3
o
162
IIY
FRONT VIEW SIDE VIEW
EQUIPMENT ENCLOSURE SPECIFICATION
N.T.S.
UNIVERSAL POLE
MOUNT BRACKET
TAMPER RESISTANT
LATCH WITH PADLOCK
HASP
Z0]Ii0]SNVAMTiT-
REAR VIEW
(2) 1-1/4" TRADE SIZE
KNOCKOUTS
TAMPER RESISTANT MI0SCREWS
0 3" KNOCKOUT FOR RF
CABLE ROUTING OPTION
UNIVERSAL POLE
MOUNT BRACKET
(2) 1" TRADE SIZE KNOCKOUT
(2) 02" KNOCKOUT FOR
CABLE ENTRY/EXIT
EtWLLOFEDRE MOUNT BRACKET
N.T.S.
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-042918
Vendor:
Licensor:
•
MHEREBY CERTIFY THAT THESE PLAINS WERE PREPARED BY
E 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_004H
16450-004H
160 S 14TH STREET
SPRINGFIELD, OR 97477
Sheet Title:
DETAILS
Sheet Number:
D-4
4
3
162
NOTES11
1. ALL METRIC DIMENSIONS ARE IN BRACKETS
1 ICN:
o 1 1e
2. FEATURES CRITICAL TO QUALITY ARE INDICATED IN AN OVAL CZ)
3. WELDING WORKMANSHIP PER AWS 31.1, TABLE 6.1
4. FINISH: PAINTED. -x SUFFIX ON PRODUCT PART NUMBER REPRESENTS
SPECIFIC COLOR AND/OR FINISH. REFER TO MEfROCELL PRODUCT
D
COLOR/FINISH SPECIFICATION MTM1004 FOR SPECIFIC REQUIREMENTS.
D
5. CHASE THREAD AFTER GALVANIZED
CHASE
THREAD AFTER GALVANIZED
125
0
A
a
41
z
�z6.e[6e1.4 ]
25.8[656.0 ]
'
o
do
B
22.1 [560.7 ]
C
4
c
S
2.3[313.1 ]
SCALE ALE1 1 1
m
0.8[240.6 ]
(17.35[440.7 ])
3
ElB
0[0.0 ]
SECTIONAA
A
scuEr.s
o.
MAT'L:
FPS 441
.188[4.
B
4PLACES
o
B
188
ff
ff
5.00[127.0 ]
(6.00[152.41
COMMSCOPE,
INC.
OF NORTH CAROLINA
i01ERPNCB
SPPWRRLLLkM9t
oPUSE
x- .25 IPUCExXf
,06
MTM101101-%
iPLWE
x:.12 ..s
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EN.
Na1ENA
SEE NOTE
A36
45.0°
45.0
DETAILS
010 ?54
.. I — 1.
SCALE I:1
[ $e�
CE 02/1118
A
S
Rx
ENCLOSURE
MOUNT BRACKET WELDMENT
CINSNY 6&
Lffi' :a
REM NO. PART NUMBER DESCRIPTION OTY.
Ewss Tflm
Pa 3yiibr
I TMIONC2 ENCLOSURE POPE BRACKET 1
wwRE ea
in 6ya LIQ
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SX.
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9JRRACENEA iw
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im
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4 IN 032H BLACK, 1B18 NUT, 2H 1
mum
(1
4
3
2
1
EtWLLOFEDRE MOUNT BRACKET
N.T.S.
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-042918
Vendor:
Licensor:
•
MHEREBY CERTIFY THAT THESE PLAINS WERE PREPARED BY
E 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_004H
16450-004H
160 S 14TH STREET
SPRINGFIELD, OR 97477
Sheet Title:
DETAILS
Sheet Number:
D-4
M
RF WARNING SIGNS
\VAILABLE FROM EXCEL SIGN AND DECAL:
ittps://vvvvw.weneedsigns.com/product.php? 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
f
M
AT&T TGA R D_002
1=800=638=2822
I SITE NAME SHOWN IS FOR EXAMPLE
PURPOSES ONLY. THE APPROPRIATE SITE
NAME SHALL BE INDICATE AT EACH SITE
SHOWNUSID NUMBER
LY. THE APPROPRIATE
U S I D: 192355 L L NUMBOER SES SHOAILL BEINDICATE AT EACH SSIITTE
IDENTIFICATION SIGN AT DISCONNECT
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:
'S INFRASTRUCTURE
2030 MAIN ST.
SUITE 200
IRVINE, CA 92614
J5 PROJECT ID: P-042818
Vendor:
0 06/09/21 100% CDs
REV DATE DESCRIPTION
EXPIRES: 12/31/21
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_004H
16450-004H
160 S 14TH STREET
SPRINGFIELD, OR 97477
Sheet Title:
RF WARNING
SIGNS
Sheet Number:
RF -1
1
UNLESS OTHERWISE INDICATED FIBER AND
ELECTRICAL WORK TO BE PERMITTED AND
11
PERFORMED BY OTHERS.
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PARCEL# : 1703363204201
UTILITY COORDINATION SITE PLAN
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CAUTION: (E) OVERHEAD UTILITY LINES
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(1) (F) AT&T POWER LINE
(UNLESS OTHERWISE INDICATED ELECTRICAL WORK
TO BE PERMITTED AND PERFORMED BY OTHERS)
(UNDER SEPARATE PERMIT)
(E) WOOD UTILITY POLE III I I
(A0356801)
(P) AT&T DISCONNECT /SURGE SUPPRESSOR
(P) AT&T EQUIPMENT ENCLOSURE II
(P) AT&T CANISTER ANTENNA ON NEW MOUNT
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f(E) BUILDING
24"x36" SCALE: 1" - 10'-0"
10 5 0
PREPARED FOR
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AT&T
19801 SW 72ND AVE.
TUALATIN, OR 97062
Vendor:
'S INFRASTRUCTURE
2030 MAIN ST.
SUITE 200
IRVINE, CA 92614
J5 PROJECT ID: P-042818
Vendor:
0 06/09/21 100% CDs
REV DATE DESCRIPTION)
21
IXPIRES: 12/31/21
.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_004H
16450-004H
160 S 14TH STREET
SPRINGFIELD, OR 97477
Sheet Title:
UTILITY
COORDINATION
SITE PLAN
Sheet Number:
UC 1
1
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Dark Fi bors
tem Hub
PLUMBING DIAGRAM
�y �Location
Ifuw J 47df? in nid-Oafld)
Antenna Op(tilarff:
- -SI-lgOe Anle ina wab -
4 POM MId- G 8i11d (2 GHZ) + 2 PDMS H IgI�-Bar1d (!5GHZ)
- Aha Trate Piraducit sUpportIng Law -P a nd an dinr 3.5 GHz
Cqa I��--
AC Source
P GS I.ALWG Crass Barrel -Carnbinc r
- FRH -1: 4T4F1 Air-Sc;i la Mi -c ro 9251POG
- RE H-2: 4T4F Air -Sr a III Yi-c ro BffaMWS
- AC Powr Modules
CPJRJR {0. SIJUJI. RC0&0& 1-Q6 iFL[-
- 6 F ilm rs Fronthaki] regal rrd
PANEL SCHEDULE
VOLTAGE, PHASE: 120V 2W, 1 PH
xxx
22KA
MTG.
xxx
VA:
4020
xUx
BOTTOM
AMPS
XXX
NEMA RATING: NEMA 4x
MAIN BRKR: 60 AMPS
�y �Location
Ifuw J 47df? in nid-Oafld)
Antenna Op(tilarff:
- -SI-lgOe Anle ina wab -
4 POM MId- G 8i11d (2 GHZ) + 2 PDMS H IgI�-Bar1d (!5GHZ)
- Aha Trate Piraducit sUpportIng Law -P a nd an dinr 3.5 GHz
Cqa I��--
AC Source
P GS I.ALWG Crass Barrel -Carnbinc r
- FRH -1: 4T4F1 Air-Sc;i la Mi -c ro 9251POG
- RE H-2: 4T4F Air -Sr a III Yi-c ro BffaMWS
- AC Powr Modules
CPJRJR {0. SIJUJI. RC0&0& 1-Q6 iFL[-
- 6 F ilm rs Fronthaki] regal rrd
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
CRT
DESCRIPTION
VA PER PHASE
BRKR
P
cr"i1
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
THIS DOES NOT CONSTITUTE AS A ONE LINE
DIAGRAM. POWER DESIGN AND ONE LINE
DIAGRAM TO BE FINALIZED WITH POWER
PROVIDER AND ELECTRICAL ENGINEER.
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
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-042818
Vendor:
EXPIRES: 12/31/21
21
I HEREBY CERTIFY THAT THESE EDAM WERE PREPARED BY
ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM
NLY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE
OF OREGON
AT&T Site ID:
CRAN-RWOR-EUG02-004H
16450-004H
160 S 14TH STREET
SPRINGFIELD, OR 97477
Sheet Title:
PLUMBING
DIAGRAM & DC
POWER SCHEMATIC
Sheet Number:
E-1
1
NOTES:
1.
ALL METALLIC PARTS OF THE INSTALLATION ON THE POLE SHALL BE BONDED TOGETHER AND
BARREL COMPRESSION
GROUNDED.
7A
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 U I V M 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
to] 10l0l♦11111I IImiy2,01
NOT USED
24"x36" SCALE: NTS
GROUND
BAR
IN
#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
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.
CONNECT TO
SECONDARY OR
SERVICE NEUTRAL
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)
5 1 HARDWARE DETAIL FOR EXTERIOR CONNECTIONS
WOODEN POLE
E
E
0
2 IC -CRIMP DETAIL
TYPE SS
TYPE TA
TYPE W
TYPE GT
24"x36" SCALE: NTS 16 C A R D W E L D D E T A 0 L S
-D '6'
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
x s7
AT&T
19801 SW 72ND AVE.
TUALATIN, OR 97062
Vendor:
'5 INFRASTRUCTURE
2030 MAIN ST.
SUITE 200
IRVINE, CA 92614
J5 PROJECT ID: P-042818
Vendor:
21
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-EUG02-004H
16450-004H
160 S 14TH STREET
SPRINGFIELD, OR 97477
Sheet Title:
GROUNDING DETAILS
Sheet Number:
G-1
7
LEGEND
PREPARED FOR
MGB
MASTER GROUND BAR
=_ AT&T
A
CADWELD
19801 SW 72ND AVE.
MECHANICAL CONNECTION
TUALATIN, OR 97062
— — — —
#2 COPPER -TINNED BARE WIRE.
ADD 1/2" WIRE COVER ON THE
Vendor:
BOTTOM 12 FT. MIN. 36" BELOW
GRADE OR 6" BELOW FROST LINE
'51NFRASTRUCTURE
2030 MAIN ST.
SUITE 200
IRVINE, CA 92614
J5 PROJECT ID: P-042818
Vendor:
Vendor:
ANTENNA PER PLAN, TYP.
NEW ANTENNA SIDE ARM MOUNT
DRAWN BY: MLDV
THRU-BOLT CONNECTION TO I LAA - #6 GREEN STRANDED TO
CHANNEL, 3/8" DOUBLE LUG
I
THRU-BOLT CONNECTION, DOUBLE LUG
1
I
CHECKED BY: JDM
NOTE:
1
1
DETAIL SHOWS GENERAL SCHEMATIC
GROUNDING REQUIREMENTS ONLY.
#2 COPPER -TINNED, BARE WIRE. ADD 1/2"
WIRE COVER ON THE BOTTOM 12 FT.
1
I
MASTER GROUND BAR
I
(MGB) INSIDE ENCLOSURE
I
MMGB
EQUIPMENT ENCLOSURE PER
PLAN, TYP.
1
0 06/09/21
100% CDs
REV DATE
DESCRIPTION
1
#2 GREEN STRANDED TO #2 SOLID
1
DISCONNECT PER PLAN, TYP.
Licensor:
#2 GREEN STRANDED TO #2 SOLID
89198PE �
y OREGON p O
y 13,2%J�
r`SVINHG�6 9 1
1
I
EXPIRES: 12/31/21
POLE
1
1
.I HEREBY TSE PLAINS E PREPAREDA BYWOOD
ME ORUNOERMY DIRECT ISIONANDTHAT IAM
DULY REGISTERED ENGINEER UNDERTHE LAWS OF THE STATE
OF OREGON '
GRADE
1
AT&T Site IF
L
CRAN RWOR EUG02 004H
(N) GROUND ROD 5/8" x 8' LONG
16450-004H
COPPER CLAD STEEL (IF REQUIRED)
160 S 14TH STREET
SPRINGFIELD, OR 97477
Sheet Title:
TYPICAL GROUNDING
DIAGRAM
Sheet Number:
G-2
NOT USED
TYPICAL
GROUNDING DIAGRAM
24"x36" SCALE: N,�;
1