ST BERNARD 04 - greshamoregon.gov
Transcript of ST BERNARD 04 - greshamoregon.gov
T-1
TITLE SHEET
VERIZON WIRELESS5430 NE 122ND AVE
PORTLAND, OR 97230
DRAWN BY:
CHECKED BY:
IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT
A 90% CDREV DATE DESCRIPTION
MODUS, LLC1614 SE 10TH AVE
PORTLAND, OR 97214
APPROVED BY: LJB
26000 SE STARK STGRESHAM, OR 97030
ST_BERNARD_04
07/21/20
SH
SH
0 100% CD07/30/201 100% CD REV10/15/20
SITE TYPE:POLE #:SITE NFID:COUNTY:RIGHT-OF-WAYJURISDICTION:MOUNT TYPE:
EXISTING PGE UTILITY POLED1302A-21961801BIOD.89MULTNOMAH COUNTY
CITY OF GRESHAMCOMM ZONE
SITE INFORMATIONSITE ADDRESS:
OWNER:
APPLICANT:
LATITUDE:
LONGITUDE:
COUNTY:
ASSESSORS PARCEL NUMBER:
JURISDICTION:
ELEVATION:
PORTLAND GENERAL ELECTRIC
VERIZON WIRELESS5430 NE 122ND AVEPORTLAND, OR 97230
45.518935 NAD83
-122.398233 NAD83
MULTNOMAH COUNTY
PUBLIC RIGHT OF WAYNEAR 1S3E02 00300 01
CITY OF GRESHAM
321.46' AMSL
VICINITY MAPPOLE PHOTO
N
CODE COMPLIANCEALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENTEDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHINGIN THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES.
· 2019 OREGON STRUCTURAL SPECIALTY CODE (ADOPTS IBC 2018 WITH AMENDMENTS)· 2019 MECHANICAL SPECIALTY CODE (BASED ON 2018 IMC AND 2018 IFGC)· 2019 OREGON FIRE CODE (ADOPTS IFC 2018 WITH AMENDMENTS)· 2017 OREGON ELECTRICAL SPECIALTY CODE· 2019 INTERNATIONAL BUILDING CODE· 2019 NFPA 70 NATIONAL ELECTRICAL CODE
SITE
ACCESSIBILITY REQUIREMENTS FOR PERSONS WITH DISABILITIES:FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. ACCESSIBILITY ISNOT REQUIRED.
26000 SESTARK ST
PROJECT TEAM PROJECT DESCRIPTION
26000 SE STARK STGRESHAM, OR 97030
26000 SE STARK STGRESHAM, OR 97030
THE UTILITIES SHOWN HEREIN ARE FOR THE CONTRACTORS CONVENIENCEONLY. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE PLANS. THEENGINEER/SURVEYOR ASSUMES NO RESPONSIBILITY FOR THE LOCATIONSSHOWN AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFYALL THE UTILITIES WITHIN THE LIMITS OF THE WORK. ALL DAMAGE MADE TOTHE (E) UTILITIES BY THE CONTRACTOR SHALL BE THE SOLE RESPONSIBILITYOF THE CONTRACTOR.
CALL 811 BEFORE YOU DIGIT'S THE LAW
ST_BERNARD_04
DRAWING INDEX
T-1
SHEET NO.TITLE SHEET
T-2 GENERAL NOTES
A-1 SITE PLAN
A-2
A-3
D-1 DETAILS
SHEET TITLE
E-1 ELECTRICAL GENERAL NOTES
E-2 ONE-LINE DIAGRAM & GROUNDING SCHEMATIC
E-3 ELECTRICAL DETAILS
SURVEYC-1
TCP TRAFFIC CONTROL PLAN
ELEVATIONS
A-4 ELEVATIONS
SITE PLAN & ENLARGED SITE PLAN
MODUS PROJECT MANAGER:MODUS, LLC1614 SE 10TH AVEPORTLAND, OR 97214PHONE: (503) 383.1114EMAIL: [email protected]
A&E PROJECT MANAGER:MODUS, LLC1614 SE 10TH AVEPORTLAND, OR 97214PHONE: (415) 926.5062EMAIL: [email protected]
VERIZON CONSTRUCTION ENGINEER:VERIZON WIRELESS3245 158TH AVE SEBELLEVUE, WA 68008ATTN: BYRNE BELDENPHONE: (508) 817.2187EMAIL: [email protected]
VERIZON WIRELESS PROPOSES TO INSTALL A NEW WIRELESS COMMUNICATION SITE ON A WOOD UTILITY POLE IN THE PUBLIC RIGHT-OF-WAY.
SCOPE:· INSTALL (3) NEW 5G INTEGRATED RADIO AU 6701 ON SIDE OF UTILITY POLE· INSTALL (1) NEW ELECTRICAL DISCONNECT ON SIDE OF UTILITY POLE· INSTALL NEW CONDUITS ON UTILITY POLE PER PLAN· MAINTAIN 5" MIN. OFFSET BETWEEN THE MOUNTING BRACKET FLANGE AND THE POLE· CABLING TO BE INSTALLED IN A TIGHT NEAT MANNER WITHOUT EXCESS CABLE LOOPS
VERIZON RF ENGINEER:VERIZON WIRELESS5430 NE 122ND AVEPORTLAND, OR 97230ATTN: JEFF CULLEYPHONE: (503) 408-3418EMAIL: [email protected]
VERIZON WIRELESS5430 NE 122ND AVE
PORTLAND, OR 97230
DRAWN BY:
CHECKED BY:
IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT
A 90% CDREV DATE DESCRIPTION
MODUS, LLC1614 SE 10TH AVE
PORTLAND, OR 97214
APPROVED BY: LJB
26000 SE STARK STGRESHAM, OR 97030
ST_BERNARD_04
07/21/20
SH
SH
0 100% CD07/30/201 100% CD REV10/15/20
T-2
GENERAL NOTES
GENERAL CONSTRUCTION NOTES APPLICABLE CODES, REGULATIONS AND STANDARDS:
GENERAL TRENCHING NOTES
1. MAINTAIN 24" MINIMUM COVER FOR ALL ELECTRICAL CONDUITS, U.O.N.2. MAINTAIN 30" MINIMUM COVER FOR ALL TELECOMMUNICATIONS CONDUITS.3. MINIMUM 1" SAND SHADING BELOW CONDUITS, AND 6" COVERING ON TOP OF
CONDUITS REQUIRED.4. REFER TO SHEET E-1 FOR ADDITIONAL REQUIREMENTS
GENERAL GROUNDING NOTES
1. GROUNDING SHALL BE TESTED AT 5 OHMS OR LESS.2. WOOD MOLDING, STAPLED EVERY 3'-0" AND AT EACH END.
GENERAL CONDUIT NOTES
1. ALL CONDUITS WILL BE MANDRELED AND EQUIPPED WITH 3/8" PULL ROPE.2. SCHEDULE 40 CONDUIT FOR UNDERGROUND USE.3. SCHEDULE 80 CONDUIT FOR RISER USE AND ELSEWHERE AS NOTES. TRANSITION
FROM SCHEDULE 40 PVC OR RIGID STEEL CONDUIT TO SCHEDULE 80 USINGAPPROVED FITTINGS DESIGNED TO PROVIDE A SMOOTH INTERIOR WALLTRANSITION TO THE REDUCED INTERIOR DIAMETER OF SCHEDULE 80. ADJUSTCONDUIT SIZE IF NECESSARY TO MAINTAIN THE INTERIOR AREA REQUIRED FORTHE WIRING SPECIFIED.
4. GALVANIZED STEEL CONDUIT FOR ANY CONDUIT UNDER 3", STUB UP 10" THENCONVERT TO SCHEDULE 80.
5. CONTRACTOR TO STUB UP POLE 10" w/ 3" POWER CONDUIT. POWER COMPANYTO CONVERT FROM 3" STUB SCHEDULE 80 TO 2" SCHEDULE 80 FROM TOP OFSTUB UP.
6. ZRC COLD GALVANIZING COMPOUND OR EQUIVALENT IS REQUIRED ONEXPOSED THREADS IN RIGID STEEL CONDUIT AND THE CUT ENDS OF SUPPORTSTRUTS, ETC. TO PREVENT RUSTING.
TYPICAL R.O.W. POLE CONSTRUCTION NOTES
1. CABLE NOT TO IMPEDE 15" CLEAR SPACE OFF POLE FACE.2. ALL CLIMB STEPS NEXT TO CONDUIT SHALL HAVE EXTENDED STEPS.3. NO BOLT THREADS TO PROTRUDE MORE THAN 1-1/2"4. ALL HOLES IN POLE LEFT FROM REARRANGEMENT OF CLIMB STEPS TO BE FILLED.5. 90° SHORT SWEEPS UNDER ANTENNA ARM, ALL CABLES MUST TRANSITION ON
THE INSIDE OR BOTTOM OF THE ARM (NO CABLE ON TOP OF ARM).6. USE 90° CONNECTOR AT CABLE CONNECTION FOR OMNI DOWN ANTENNAS.7. USE CABLE CLAMPS TO SECURE CABLE TO ARMS, PLACE 2" CABLE I.D. TAGS
ON BOTH SIDES OF ARMS.8. USE 1/2" DIA. CABLE ON ANTENNAS UNLESS OTHERWISE SPECIFIED.9. PLACE GPS ON ARM OF SOUTHERN SKY EXPOSURE AT MINIMUM 6" FROM
TRANSMIT ANTENNA WHICH IS 24" AWAY FROM CENTER OF POLE.10. FILL VOID AROUND CABLES AT CONDUIT OPENING WITH FOAM SEALANT TO
PREVENT WATER INTRUSION.
W
ALTERNATE
L
CONTRACTOR REQUIREMENTS
DO NOT SCALE OFF DRAWINGS
CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ONTHE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANYDISCREPANCIES BEFORE PROCEEDING WITH THE WORK
GENERAL NOTES
1. PLANS ARE INTENDED TO BE DIAGRAMMATIC ONLY, UNLESS NOTED OTHERWISE.THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT,APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS ASINDICATED ON THE DRAWINGS.
2. THE CONTRACTOR SHALL OBTAIN, IN WRITING, AUTHORIZATION TO PROCEEDBEFORE STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED OR IDENTIFIED BYTHE CONTRACT DOCUMENTS.
3. CONTRACTOR SHALL CONTACT USA NORTH 811 (UNDERGROUND SERVICEALERT) AT (800) 642-2444, FOR UTILITY LOCATIONS, 2 WORKING DAYS BEFOREPROCEEDING WITH ANY EXCAVATION, SITE WORK OR CONSTRUCTION.
4. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS INACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESSSPECIFICALLY INDICATED OTHERWISE, OR WHERE LOCAL CODES ORREGULATIONS TAKE PRECEDENCE.
5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CBC'SREQUIREMENTS REGARDING EARTHQUAKE RESISTANCE, FOR, BUT NOT LIMITEDTO, PIPING, LIGHT FIXTURES, CEILING GRID, INTERIOR PARTITIONS, ANDMECHANICAL EQUIPMENT. ALL WORK MUST COMPLY WITH LOCAL EARTHQUAKECODES AND REGULATIONS.
6. REPRESENTATIONS OF TRUE NORTH, OTHER THAN THOSE FOUND ON THE PLOT OFSURVEY DRAWINGS, SHALL NOT BE USED TO IDENTIFY OR ESTABLISH BEARING OFTRUE NORTH AT THE SITE. THE CONTRACTOR SHALL RELY SOLELY ON THE PLOT OFSURVEY DRAWING AND ANY SURVEYOR'S MARKINGS AT THE SITE FOR THEESTABLISHMENT OF TRUE NORTH, AND SHALL NOTIFY THE ARCHITECT / ENGINEERPRIOR TO PROCEEDING WITH THE WORK IF ANY DISCREPANCY IS FOUNDBETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND THE TRUENORTH ORIENTATION AS DEPICTED ON THE CIVIL SURVEY. THE CONTRACTORSHALL ASSUME SOLE LIABILITY FOR ANY FAILURE TO NOTIFY THE ARCHITECT /ENGINEER.
7. THE BUILDING DEPARTMENT ISSUING THE PERMITS SHALL BE NOTIFIED AT LEASTTWO WORKING DAYS PRIOR TO THE COMMENCEMENT OF WORK, OR ASOTHERWISE STIPULATED BY THE CODE ENFORCEMENT OFFICIAL HAVINGJURISDICTION.
8. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE AREALINES, UNLESS OTHERWISE NOTED.
9. ALL EXISTING UTILITIES, FACILITIES, CONDITIONS, AND THEIR DIMENSIONS SHOWNON THE PLAN HAVE BEEN PLOTTED FROM AVAILABLE RECORDS. THE ARCHITECT/ ENGINEER AND THE OWNER ASSUME NO RESPONSIBILITY WHATSOEVER AS TOTHE SUFFICIENCY OR THE ACCURACY OF THE INFORMATION SHOWN ON THEPLANS, OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. CONTRACTORSSHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL EXISTINGUTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION. CONTRACTORSSHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED INFORMATIONRELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING ORADJUSTING EXISTING UTILITIES.
10. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES, BOTH HORIZONTAL ANDVERTICALLY, PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES ORDOUBTS AS TO THE INTERPRETATION OF PLANS SHOULD BE IMMEDIATELYREPORTED TO THE ARCHITECT / ENGINEER FOR RESOLUTION AND INSTRUCTION,AND NO FURTHER WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY ISCHECKED AND CORRECTED BY THE ARCHITECT / ENGINEER. FAILURE TO SECURESUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS/HEROWN RISK AND EXPENSE.
11. ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BEDISTURBED BY CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIORTO FINAL INSPECTION OF WORK.
12. ANY EXISTING COMPONENTS DISTURBED DURING CONSTRUCTION SHALL BERETURNED TO IT'S ORIGINAL CONDITION PRIOR TO COMPLETION OF WORK. SIZE,LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTSSHALL BE ACCURATELY NOTED AND PLACED ON "AS-BUILT" DRAWINGS BYGENERAL CONTRACTOR, AND ISSUED TO THE ARCHITECT / ENGINEER ATCOMPLETION OF PROJECT.
13. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS,UTILITIES, ETC., SHALL HAVE PROTECTIVE SYSTEMS INSTALLED IN ACCORDANCEOCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS.
A.B.ABV.
ADD'L
ACCA
A.F.F.A.F.G.AGLALUMALT.AMSLANT.APPRX.ARCH.AWG.BLDG.BLK.BLKGBM.B.N.BN
CAB.
BTCW.B.O.B.O.F.
CANT.C.I.P.CLG.
CLR.COL.CONC.CONN.CONST.CONT.dDBL.DEPT.D.F.DIA.DIAG.DIM.DWG.DWL.EA.EL.ELEC.ELEV.EMT.
E.N.ENG.EQ.EXP.EXST.(E)EXT.FAB.
GPS
GLB.(GLU-LAM)
G.F.I.GI.GA.G.FTG.FT.(')F.S.F.O.W.F.O.S.F.O.M.F.O.C.FDN.FLR.FIN.F.G.F.F.
ANCHOR BOLTABOVEANTENNA CABLE COVERASSEMBLYADDITIONALABOVE FINISHED FLOORABOVE FINISHED GRADEABOVE GROUND LEVELALUMINUM
ABOVE SEA LEVELANTENNAAPPROXIMATE(LY)ARCHITECT(URAL)AMERICAN WIRE GAUGEBUILDINGBLOCKBLOCKINGBEAMBOUNDARY NAILINGBACK-UP CABINET
CABINET
BARE TINNED COPPER WIREBOTTOMBOTTOM OF FOOTING
CANTILEVER(ED)CAST IN PLACECEILING
CLEAR
CONCRETECONNECTION(OR)CONSTRUCTIONCONTINUOUSPENNY (NAILS)DOUBLEDEPARTMENTDOUGLAS FIRDIAMETERDIAGONALDIMENSIONDRAWING(S)DOWEL(S)EACHELEVATIONELECTRICALELEVATORELECTRICAL METALLICTUBINGEDGE NAILENGINEEREQUALEXPANSIONEXISTINGEXTERIORFABRICATION(OR)FINISH FLOORFINISH GRADEFINISH(ED)FLOORFOUNDATIONFACE OF CONCRETEFACE OF MASONRYFACE OF STUDFACE OF WALLFINISH SURFACEFOOT(FEET)FOOTINGGROWTH(CABINET)GAUGEGALVANIZE(D)GROUND FAULT CIRCUITINTERRUPTER
GLUE LAMINATED BEAM
GLOBAL POSITIONINGSYSTEM
GRND. GROUNDHEADERHDR.
HGR. HANGERHEIGHTHT.
ICGB. ISOLATED COPPERGROUND BUSINCH(ES)IN.(")
INT. INTERIORLB.(#)L.B.L.F.
LAG BOLTSPOUND(s)
LINEAR FEET(FOOT)L.MAS. MASONRY
LONGITUDINAL
MAXIMUMMAX.M.B.MECH.MFR.MIN.MISC.MTL. METAL
MISCELLANEOUSMINIMUMMANUFACTURERMECHANICALMACHINE BOLT
LP
C
WT.W.P.WD.W/
V.I.F.
U.L.U.N.O.
U.G.TYP.T.O.W.T.O.S.T.O.P.T.O.F.T.O.C.T.O.A.T.N.THK.TEMP.STRUC.STL.STD.S.S.SQ.SPEC.SIM.SHT.SCH.
RGS.REQ'D.REINF.REF.RAD.(R)QTY.PWR.P.T.P.S.I.P.S.F.PLY.
P/COPNG.O.C.
N.T.S.NO.(#)
(N) NEW
NUMBERNOT TO SCALE
OPENINGPRE CAST CONCRETE
PLYWOODPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHPRESSURE TREATEDPOWER (CABINET)QUANTITYRADIUSREFERENCEREINFORCINGREQUIREDRIGID GALVANIZED STEEL
SCHEDULESHEETSIMILARSPECIFICATION(S)SQUARESTAINLESS STEELSTANDARDSTEELSTRUCTURALTEMPORARYTHICKNESSTOE NAILTOP OF ANTENNATOP OF CURBTOP OF FOUNDATION
TOP OF STEELTOP OF WALLTYPICALUNDER GROUNDUNDERWRITES LABORATORYUNLESS NOTED OTHERWISEVERIFY IN FIELDWIDE(WIDTH) WITHWOODWEATHERPROOFWEIGHT
CENTERLINE
PLATE
ON CENTER
TOP OF PLATE(PARAPET)
1. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THESITE TO DETERMINE THE EXISTING CONDITIONS AND TO CONFIRM THAT THEWORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTIONDRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTIONOF CONTRACTOR.
2. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONSPRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTINGCONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. CONTRACTORSHALL NOTIFY THE CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIORTO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION.
3. ANY CONSTRUCTION WORK BY CONTRACTOR SHALL NOT DISRUPT THE EXISTINGNORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT MUST BECOORDINATED WITH CONTRACTOR. ALSO, WORK SHOULD BE SCHEDULED FORAN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODSAFTER MIDNIGHT.
4. ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND HIGHLEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWNPRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TODANGER. PERSONAL RF EXPOSURE MONITORS ARE ADVISED TO BE WORN TOALERT OF ANY DANGEROUS EXPOSURE LEVELS.
5. CONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER ANDT1 CABLES, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDINGAND TELCO PLAN DRAWING. CONTRACTOR SHALL UTILIZE EXISTING TRAYSAND/OR SHALL ADD (N) TRAYS AS NECESSARY. CONTRACTOR SHALL CONFIRMTHE ACTUAL ROUTING WITH THE CONTRACTOR.
6. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAPMATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THEEXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'SDESIGNATED LOCATION.
ABBREVIATIONS
1. CONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE,AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVINGJURISDICTION (AHJ) FOR THE LOCATION.
2. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT AT THETIME OF PERMITTING SHALL GOVERN THE DESIGN.
3. CONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THEFOLLOWING STANDARDS:
3.1. - AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODEREQUIREMENTS FOR STRUCTURAL CONCRETE
3.2. - AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEELCONSTRUCTION, ASD, NINTH EDITION
3.3. - TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-H, STRUCTURALSTANDARD FOR STRUCTURAL ANTENNA TOWER AND ANTENNASUPPORTING STRUCTURES
3.4. - INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDEFOR MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTHSURFACE POTENTIALS OF A GROUND SYSTEM IEEE 1100 (1999)RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OFELECTRICAL EQUIPMENT.
3.5. -IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOWVOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY "C3" AND"HIGH SYSTEM EXPOSURE")
4. TIA 607 COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTSFOR TELECOMMUNICATIONS
4.1. TELCORDIA GR-63 NETWORK EQUIPMENT-BUILDING SYSTEM (NEBS):PHYSICAL PROTECTION
4.2. TELCORDIA GR-347 CENTRAL OFFICE POWER WIRING4.3. TELCORDIA GR-1275 GENERAL INSTALLATION REQUIREMENTS4.4. TELCORDIA GR-1503 COAXIAL CABLE CONNECTIONS
5. ANY AND ALL OTHER LOCAL & STATE LAWS AND REGULATIONS
6. FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDSREGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHERREQUIREMENTS, THE MOST RESTRICTIVE SHALL GOVERN. WHERE THERE ISCONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT,THE SPECIFIC REQUIREMENT SHALL GOVERN. R.O.W. RIGHT OF WAY
1. "TYPICAL" OR "TYP" MEANS THAT THIS ITEM IS SUBSTANTIALLY THE SAME ACROSSSIMILAR CONDITIONS. "TYP." SHALL BE UNDERSTOOD TO MEAN "TYPICAL WHEREOCCURS" AND SHALL NOT BE CONSIDERED AS WITHOUT EXCEPTION ORCONSIDERATION OF SPECIFIC CONDITIONS.
2. "SIMILAR" MEANS COMPARABLE TO CHARACTERISTICS FOR THE CONDITIONNOTED. VERIFY DIMENSIONS AND ORIENTATION ON PLAN.
3. "AS REQUIRED" MEANS AS REQUIRED BY REGULATORY REQUIREMENTS, BYREFERENCED STANDARDS, BY EXISTING CONDITIONS, BY GENERALLY ACCEPTEDCONSTRUCTION PRACTICE, OR BY THE CONTRACT DOCUMENTS.
4. "ALIGN" MEANS ACCURATELY LOCATE FINISH FACES OF MATERIALS IN THE SAMEPLANE.
5. THE TERM "VERIFY" OR "V.I.F." SHALL BE UNDERSTOOD TO MEAN "VERIFY IN FIELDWITH ENGINEER" AND REQUIRES THAT THE CONTRACTOR CONFIRM INTENTIONREGARDING NOTED CONDITION AND PROCEED ONLY AFTER RECEIVINGDIRECTION.
6. WHERE THE WORDS "OR EQUAL" OR WORDS OF SIMILAR INTENT FOLLOW AMATERIAL SPECIFICATION, THEY SHALL BE UNDERSTOOD TO REQUIRE SIGNEDAPPROVAL OF ANY DEVIATION TO SAID SPECIFICATION PRIOR TOCONTRACTORS ORDERING OR INSTALLATION OF SUCH PROPOSED EQUALPRODUCT.
7. FURNISH: SUPPLY ONLY, OTHERS TO INSTALL. INSTALL: INSTALL ITEMS FURNISHEDBY OTHERS. PROVIDE: FURNISH AND INSTALL.
DEFINITIONS
CITY NOTES:
X-X
X-X
X-X
x
X
X
X
GGGGG
LEGENDSPOT ELEVATION
REVISION
DETAIL REFERENCE
ELEVATION REFERENCE
SECTION REFERENCE
CONCRETE
EARTH
GRAVEL
PLYWOOD
SAND
STEEL
CENTERLINE
PROPERTY
GROUND CONDUCTOR
TELEPHONE CONDUIT
ELECTRICAL CONDUIT
ELECTRICAL & TELCOCONDUITSCOAXIAL CABLE
OVERHEAD SERVICECONDUCTORSCHAIN LINK FENCING
FENCING
OVERHEAD TELEPHONE/OVERHEAD POWEROVERHEAD TELEPHONE
OVERHEAD POWER LINE
GROUT
O/H
A
E
T
X
E/T
GENERAL WIRELESS FACILITY NOTES
EQUIPMENT LOCATION
A. ALL DRAWINGS INDICATE DIAGRAMMATICALLY THE DESIRED LOCATIONS ORARRANGEMENTS OF CONDUIT RUNS, OUTLETS, EQUIPMENT, ETC., AND ARE TO BEFOLLOWED AS CLOSELY AS POSSIBLE. PROPER JUDGEMENT MUST BE EXERCISEDIN EXECUTING THE WORK SO AS TO SECURE THE BEST POSSIBLE INSTALLATION INTHE AVAILABLE SPACE AND TO OVERCOME LOCAL DIFFICULTIES DUE TO SPACELIMITATIONS OR INTERFERENCE OF STRUCTURE CONDITIONS ENCOUNTERED.
B. IN THE EVENT CHANGES IN THE INDICATED LOCATIONS OR ARRANGEMENTS ARENECESSARY, DUE TO FIELD CONDITIONS IN THE BUILDING CONSTRUCTION ORREARRANGEMENT OF EQUIPMENT, SUCH CHANGES SHALL BE MADE WITHOUTCOST, PROVIDING THE CHANGE IS ORDERED BEFORE THE CONDUIT RUNS, ETC.,AND WORK DIRECTLY CONNECTED TO THE SAME IS INSTALLED AND NO EXTRAMATERIALS ARE REQUIRED.
C. COORDINATE THE WORK OF THE SECTION WITH THAT OF ALL OTHER TRADES.WHERE CONFLICTS OCCUR, CONSULT WITH THE PROSPECTIVE CONTRACTORAND COME TO AGREEMENT AS TO CHANGES NECESSARY. OBTAIN WRITTENACCEPTANCE FROM ENGINEER FOR THE PROPOSED CHANGES BEFOREPROCEEDING.
TESTS
BEFORE FINAL ACCEPTANCE OF WORK, THE CONTRACTOR SHALL ENSURE THAT ALLEQUIPMENT, SYSTEMS, FIXTURES, ETC., ARE WORKING SATISFACTORILY AND TO THEINTENT OF THE DRAWINGS.
PERMITS
THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING OUT AND PAYING FOR ALLTHE REQUIRED PERMITS, INSPECTION AND EXAMINATION WITHOUT ADDITIONALEXPENSE TO THE OWNER.
COLUMN
1. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS ANDFIELD SURVEY BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORSRESPONSIBILITY TO CALL OREGON 811 AND FIELD LOCATE ALL UNDERGROUNDOBSTRUCTIONS AND UTILITIES AT LEAST 100LF IN ADVANCE OF ALL PROPOSEDUTILITY CROSSINGS AND ALSO AT LOCATIONS WHERE THE PROPOSED FACILITIESARE DEPICTED OR RUN PARALLEL TO AND WITHIN 5LF OR EXISTING FACILITIES.COMPLETE REPAIR OF ANY AND ALL DAMAGES INCURRED SHALL BE AT THEEXPENSE OF THE CONTRACTOR.
2. SIDEWALK REPAIR: CONCRETE SIDEWALK DAMAGED SHALL BE REMOVED ANDREPLACED IN FULL SECTIONS (JOINT TO JOINT). IN AREAS WITH SIDEWALKPAVERS, CONTRACTOR TO CAREFULLY REMOVE, STORE AND REPLACE PAVERSTO MATCH EXISTING CONDITIONS OR BETTER.
3. SIDEWALK WORK MUST BE INSPECTED BY A CITY OF GRESHAM PUBLIC WORKSINSPECTOR.
4. GROUNDING MUST BE INSPECTED BY A CITY OF GRESHAM ELECTRICALINSPECTOR. PERMIT FEES MAY APPLY.
2'-2"±BACK OF POLE TO
RIGHT-OF-WAY
WOOD UTILITY POLEPROPOSED LOCATION OF FACILITIES:LATITUDE: 45°31'08.165" NLONGITUDE: 122°23'53.638" WELEVATION: 321.46'
FACE OF THE CURB(E) CONCRETE SIDEWALK
FACE OF THE CURBFACE OF THE CURB
FACE OF THE CURB
FAC
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URB
FAC
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FAC
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IDEW
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(E) CONCRETE SIDEWALK
(E) CONCRETE SIDEWALK (E) CONCRETE SIDEWALK
(E) CO
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(E) CO
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RETE SIDEW
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SE STARK STCTR-LINE
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APN:1S3E02 00300 01
26000SE STARK STGRESHAM,OR 97030
25678SE STARK
STGRESHAMOR 97030,
25699SE STARK STTROUTDALE, OR 97060
25737SE STARK STTROUTDALEOR 97060,NORTHERLY
RIGHT-OF-WAY OFSE STARK ST
SOUTHERLYRIGHT-OF-WAY OF
SE STARK ST
MIDSAN HEIGHT: 22'1"249' AT 102.24°
195' 11" AT 267.65°
(E) GRADE321.46'
Center poleLatitude 45.5189347 NLongitude 122.3982328 WNAD83 & WGS84Pole height: 47'-3"
NAVD88
VERTICAL DATUMTHE NORTH AMERICAN VERTICAL DATUM OF 1988 ("NAVD88")
29'-0" AGL
(E) COMMUNICATION LINE30'-0" AGL
(E) TOP OF COMMUNICATION RISER
(E) COMMUNICATION LINE31'-0" AGL
(E) BOTTOM OF LIGHT ARM35'-0" AGL
37'-8" AGL
(E) TOP OF LUMINAIR38'-4" AGL
(E) TOP OF SECONDARY RISER
(E) SECONDARY/NEUTRAL38'-8" AGL
(E) BOTTOM OF CROSSARM SUPPORT44'-6" AGL
(E) CENTRE OF CROSSARM 46'-3" AGL
(E) PRIMARY CONDUCTOR 47'-2" AGL
(E) TOP OF POLE 47'-3" AGL
(E) PRIMARY CONDUCTOR48'-0" AGL
4746 Clayton Rd, Concord, CA, 94521.(925) 408-2159
8*(
www.planneng.com SHEET: C1
REGISTEREDPROFESSIONAL
LAND SURVEYOR
OREGONJAN. 10, 2017
MICHAEL PAUL WOOD88682
RENEWS JUNE 30, 2020
Pole ID: D1302A-2196 SCALE: 1" = 8'
ST_BERNARD_04
26000 SE STARK ST,GRESHAM, OR 97030
N
REF PLAT # 1S 3E 2AB GRESHAM
28'-0" AGL(E) TOP OF COMMUNICATION RISER
20'-4" AGL(E) BOTTOM OF SECONDARY RISER
(E) DRIP LOOP34'-10" AGL
O/H O/H O/H O/H O/H
O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H
VERIZON WIRELESS5430 NE 122ND AVE
PORTLAND, OR 97230
DRAWN BY:
CHECKED BY:
IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT
A 90% CDREV DATE DESCRIPTION
MODUS, LLC1614 SE 10TH AVE
PORTLAND, OR 97214
APPROVED BY: LJB
26000 SE STARK STGRESHAM, OR 97030
ST_BERNARD_04
07/21/20
SH
SH
0 100% CD07/30/201 100% CD REV10/15/20
A-1
SITE PLAN
1SITE PLAN 10' 0" 10'5'24"x36" SCALE: 1" = 10'-0"11"x17" SCALE: 1" = 20'-0"
N
SE STARK ST
3
A-2
ENLARGED SITE PLAN
PRO
PERT
Y LI
NE
±2'-2
" BA
CK
OF
UTIL
ITY P
OLE
TO
RIG
HT-O
F-W
AY
A.P.N. 1S3E02 00300 01
(N) LOCATION OF VERIZONEQUIPMENT AND ANTENNAMOUNTED ON POLE
(E) OVERHEAD UTILITY LINES
FACE OF THE CURB
24'-8"±
7'-1
1" T
O C
URB
NE
KA
NE
DR
NE
KA
NE
DR
±90'
CO
NC
RETE
SID
EWA
LK
CO
NC
RETE
SID
EWA
LK
PRO
PERT
Y LI
NEFACE OF THE CURB
FACE OF THE CURB
FACE OF THE CURB
CONCRETE SIDEWALK
PROPERTY LINE
CONCRETE SIDEWALK
PROPERTY LINE
FACE OF THE CURB
CO
NC
RETE
SID
EWA
LK
PRO
PERT
Y LI
NE
FACE OF THE CURB
LANDSCAPE
26000SE STARK STGRESHAM,OR 97030
25737SE STARK STGRESHAM,OR 97060
SE STARK ST
2'-8
"±
B. TOP OF RADIOS
12
3
6
12
3 9
A. TOP OF DISCONNECT
1'-0
"±
12
3
6
12
3 9
5"
(N) STANDOFF BRACKET
(N) ELECTRICAL DISCONNECT
(N) (3) 5G INTEGRATEDRADIO AU'S
(N) ANTENNA MOUNTINGBRACKET
5" CLR
(N) CONDUITS(1) 1-1/2" DIA. FOR POWER
(1) 3" DIA. FROM DISCONNECT TO AU
5" CLR
(N) CONDUITS(1) 1" DIA. FOR FIBER
(1) 1-1/2" DIA. FOR POWER(1) 3" DIA. FROM DISCONNECT TO AU
2'-6
"
2'-6"
30"x30"CLIMBING
SPACE
WOOD POLE
2'-6
"
2'-6"
30"x30"CLIMBING
SPACE
WOOD POLE
1'-9
" ±16
'-0" T
O G
RAD
E
(N) POWER MOUNTED ONSTAND-OFF BRACKET
POLE
(N) (3) 5G INTEGRATEDRADIO AU
1
D-1
(N) 3" DIA. CONDUIT
(N) ELECTRICAL DISCONNECTW/ SHUTDOWN SIGNAGE
4
D-1
1B
A-2
(N) FIBER MOUNTED ONSTAND-OFF BRACKET
3
D-1
1A
A-2
(N) RF SIGNAGE
6
D-1
5
D-1
Raycap
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SITE NAME1-800-664-6620
O/H O/H O/H O/H O/H O/H O/H
O/H O/H O/H O/H O/H O/H O/H
AZI
MUT
H 0°
VERIZON WIRELESS5430 NE 122ND AVE
PORTLAND, OR 97230
DRAWN BY:
CHECKED BY:
IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT
A 90% CDREV DATE DESCRIPTION
MODUS, LLC1614 SE 10TH AVE
PORTLAND, OR 97214
APPROVED BY: LJB
26000 SE STARK STGRESHAM, OR 97030
ST_BERNARD_04
07/21/20
SH
SH
0 100% CD07/30/201 100% CD REV10/15/20
A-2
ENLARGED SITE PLAN &NEW ELEVATION / EQUIPMENT PLANS
1ENLARGED SITE PLAN 1' 0" 1'24"x36" SCALE: 3/4" = 1'-0"11"x17" SCALE: 3/8" = 1'-0" 6"
N
34' 3' 2' 1' 0" 4'24"x36" SCALE: 1/4" = 1'-0"11"x17" SCALE: 1/8" = 1'-0" (N) EQUIPMENT PLANS(N) ELEVATION 224"x36" SCALE: NTS
11"x17" SCALE: NTS
6
12
39
1&2
A-4
AZIMUTH 120°AZIMUTH 240°
5"
(N) LOCATION OF VERIZON EQUIPMENT &ANTENNAS MOUNTED ON UTILITY POLE
OVERHEAD UTILITY LINESTYP
ENLARGED EQUIPMENTLAYOUT PLANS
(N) GROUND RODD-1
7
D-1
8
(N) STUB-UP AT POLE
(N) VERIZON N30 FIBER PULLBOX10' FROM BASE OF POLE
EXACT LOCATION TBDPENDING UTILITY UPDATES
(E) INLET
1&2
A-3
-
1
FACE OF THE CURB
(E) STREETLIGHT PULLBOX
SE STARK ST
NE
KA
NE
DR
CONCRETE SIDEWALK
PROPERTY LINE
LANDSCAPE
±2'-2
" BA
CK
OF
UTIL
ITY P
OLE
TO
RIG
HT-O
F-W
AY
NOTES:1. ALL EQUIPMENT SHALL BE PLACED (VERTICALLY) AS CLOSE AS ALLOWED
BY POLE OWNER, WHILE MAINTAINING MINIMUM CLEARANCEREQUIREMENTS.
2. MAINTAIN 5" MIN. OFFSET BETWEEN THE MOUNTING BRACKET FLANGEAND THE POLE.
3. ALL BRACKETS, CABLING, CONDUIT, AND OTHER EQUIPMENT WILL BEPAINTED TO MATCH POLE. 3M FILM TO BE USED TO COLOR MATCH 5GANTENNAS.
4. SWEEP CONDUIT RUNS AROUND (E) CROSS ARMS WHERE THEY OCCUR,5. CABLING TO BE INSTALLED IN A TIGHT NEAT MANNER WITHOUT EXCESS
CABLE LOOPS.
O/H O/H O/H
O/H O/H O/H
O/H O/H O/H
O/H O/H O/H
O/H O/H O/H
O/H O/H O/H
O/H O/H O/H
O/H O/H O/H
O/H O/H O/H
O/H O/H O/H
Raycap
Powered byStrikesorb
SITE NAME1-800-664-6620
VERIZON WIRELESS5430 NE 122ND AVE
PORTLAND, OR 97230
DRAWN BY:
CHECKED BY:
IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT
A 90% CDREV DATE DESCRIPTION
MODUS, LLC1614 SE 10TH AVE
PORTLAND, OR 97214
APPROVED BY: LJB
26000 SE STARK STGRESHAM, OR 97030
ST_BERNARD_04
07/21/20
SH
SH
0 100% CD07/30/201 100% CD REV10/15/20
A-3
ELEVATIONS
12 NEW ELEVATIONEXISTING ELEVATION 2' 0" 2'24"x36" SCALE: 3/8" = 1'-0"11"x17" SCALE: 3/16" = 1'-0" 1'2' 0" 2'
24"x36" SCALE: 3/8" = 1'-0"11"x17" SCALE: 3/16" = 1'-0" 1'
ENLARGEDDETAIL
2
A-2
40" M
IN. P
OW
ERSA
FETY
ZO
NE
12" M
IN.
CO
MM
SAFE
TYZO
NE
6" M
IN.
CO
MM
SAFE
TYZO
NE
4" M
IN.
CLR
(N) 1-1/2" DIA. POWER CONDUIT
(N) POLE GROUND
(N) FIBER STUB-UP
(E) WOOD UTILITY POLE
(N) 1" DIA. CONDUIT FOR FIBER
(N) 3" DIA. CONDUIT FOR COAX
(E) WOOD UTILITY POLE
NOTES:1. ALL EQUIPMENT SHALL BE PLACED (VERTICALLY) AS CLOSE AS ALLOWED
BY POLE OWNER, WHILE MAINTAINING MINIMUM CLEARANCEREQUIREMENTS.
2. MAINTAIN 12" MIN. CLEARANCE TO GUY WIRE FROM PROPOSEDEQUIPMENT.
3. MAINTAIN 5" MIN. OFFSET BETWEEN THE MOUNTING BRACKET FLANGE ANDTHE POLE
4. ALL BRACKETS, CABLING, CONDUIT, AND OTHER EQUIPMENT WILL BEPAINTED TO MATCH POLE. 3M FILM TO BE USED TO COLOR MATCH 5GANTENNAS
5. CABLING TO BE INSTALLED IN A TIGHT NEAT MANNER WITHOUT EXCESSCABLE LOOPS
6. ALL INSTALLED CONDUITS/RISERS TO BE SET MIN. 5" FROM POLE7. PGE MAKE READY·· EXISTING CLASS 1, 55' POLE TO REMAIN·· INSTALL POWER CONDUIT/ WEATHERHEAD WITHIN 40" OF SUPPLY
SPACE·· BOND LIGHT ARM TO NEUTRAL8. VERIZON AND ITS CONTRACTORS TO COORDINATE INSTALLATION OF FIBER
AND OTHER NON-POWERED ATTACHMENTS AS INDICATED ON ELEVATION1 OF THIS PAGE
9. INSTALL SIGNAGE PER RF SECTION OF NIER REPORT10. MOUNTING HARDWARE, CONDUIT, CABLING AND OTHER EQUIPMENT ON
THE SIDE OF THE UTILITY POLE SHALL HAVE NO MORE THAN 6" OF SPACEBETWEEN THE UTILITY POLE AND EQUIPMENT
(N) (3) 5G INTEGRATED RADIOAU 6701
3
D-1
1
D-1
(N) ELECTRICAL DISCONNECTW/ SHUTDOWN SIGNAGE
6
D-1
4
D-1
48'-0" A.G.L.PRIMARY CONDUCTOR
47'-3" A.G.L.T.O. WOOD POLE
47'-2" A.G.L.PRIMARY CONDUCTOR
38'-4" A.G.L.T.O. LUMINAIRE
38'-8" A.G.L.SECONDARY/NEUTRAL
35'-0" A.G.L.B.O. LIGHT ARM
31'-0" A.G.L.COMMUNICATION LINE
15'-0" (15.0') A.G.L.B.O. DISCONNECT15'-11" (15.9') A.G.L.T.O. DISCONNECT
0'-0"SURFACE
(N) RF SIGNAGE5
D-1
34'-2" (34.2') A.G.L.T.O. 5G INTEGRATED RADIO AU
33'-4" (33.3') A.G.L.RAD CENTER OF 5G INTEGRATED RADIO AU
32'-5" (32.4') A.G.L.B.O. 5G INTEGRATED RADIO AU
16'-4" (16.3') A.G.L.T.O. RF SIGNAGE
46'-3" A.G.L.CENTER OF CROSSARM
44'-6" A.G.L.B.O. CROSSARM SUPPORT
37'-8" A.G.L.T.O. SECONDARY RISER
30'-0" A.G.L.COMMUNICATION LINE
28'-0" A.G.L.T.O. COMMUNICATION RISER
48'-0" A.G.L.PRIMARY CONDUCTOR
47'-3" A.G.L.T.O. WOOD POLE
47'-2" A.G.L.PRIMARY CONDUCTOR
0'-0"SURFACE
46'-3" A.G.L.CENTER OF CROSSARM
44'-6" A.G.L.B.O. CROSSARM SUPPORT
34'-10" A.G.L.DRIP LOOP
29'-0" A.G.L.T.O. COMMUNICATION RISER
20'-4" A.G.L.B.O. SECONDARY RISER
38'-4" A.G.L.T.O. LUMINAIRE
38'-8" A.G.L.SECONDARY/NEUTRAL
35'-0" A.G.L.B.O. LIGHT ARM
31'-0" A.G.L.COMMUNICATION LINE
37'-8" A.G.L.T.O. SECONDARY RISER
30'-0" A.G.L.COMMUNICATION LINE
28'-0" A.G.L.T.O. COMMUNICATION RISER
34'-10" A.G.L.DRIP LOOP
29'-0" A.G.L.T.O. COMMUNICATION RISER
20'-4" A.G.L.B.O. SECONDARY RISER
3" M
IN.
CLR
40" M
IN. P
OW
ERSA
FETY
ZO
NE
11. ATTACH POLE GROUND MOLDING PER NESC GUIDELINES
5"
VERIZON WIRELESS5430 NE 122ND AVE
PORTLAND, OR 97230
DRAWN BY:
CHECKED BY:
IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT
A 90% CDREV DATE DESCRIPTION
MODUS, LLC1614 SE 10TH AVE
PORTLAND, OR 97214
APPROVED BY: LJB
26000 SE STARK STGRESHAM, OR 97030
ST_BERNARD_04
07/21/20
SH
SH
0 100% CD07/30/201 100% CD REV10/15/20
A-4
ELEVATIONS
1NEW ELEVATIONEXISTING ELEVATION 2' 0" 2'24"x36" SCALE: 3/8" = 1'-0"11"x17" SCALE: 3/16" = 1'-0" 1'22' 0" 2'
24"x36" SCALE: 3/8" = 1'-0"11"x17" SCALE: 3/16" = 1'-0" 1'
2'-2"± TO PROPERTY
NOTES:1. ALL EQUIPMENT SHALL BE PLACED (VERTICALLY) AS CLOSE AS ALLOWED
BY POLE OWNER, WHILE MAINTAINING MINIMUM CLEARANCEREQUIREMENTS.
2. MAINTAIN 12" MIN. CLEARANCE TO GUY WIRE FROM PROPOSEDEQUIPMENT.
3. MAINTAIN 5" MIN. OFFSET BETWEEN THE MOUNTING BRACKET FLANGE ANDTHE POLE
4. ALL BRACKETS, CABLING, CONDUIT, AND OTHER EQUIPMENT WILL BEPAINTED TO MATCH POLE. 3M FILM TO BE USED TO COLOR MATCH 5GANTENNAS
5. CABLING TO BE INSTALLED IN A TIGHT NEAT MANNER WITHOUT EXCESSCABLE LOOPS
6. ALL INSTALLED CONDUITS/RISERS TO BE SET MIN. 5" FROM POLE7. PGE MAKE READY·· EXISTING CLASS 1, 55' POLE TO REMAIN·· INSTALL POWER CONDUIT/ WEATHERHEAD WITHIN 40" OF SUPPLY
SPACE·· BOND LIGHT ARM TO NEUTRAL8. VERIZON AND ITS CONTRACTORS TO COORDINATE INSTALLATION OF FIBER
AND OTHER NON-POWERED ATTACHMENTS AS INDICATED ON ELEVATION1 OF THIS PAGE
9. INSTALL SIGNAGE PER RF SECTION OF NIER REPORT10. MOUNTING HARDWARE, CONDUIT, CABLING AND OTHER EQUIPMENT ON
THE SIDE OF THE UTILITY POLE SHALL HAVE NO MORE THAN 6" OF SPACEBETWEEN THE UTILITY POLE AND EQUIPMENT
40" M
IN. P
OW
ERSA
FETY
ZO
NE
12" M
IN.
CO
MM
SAFE
TYZO
NE
6" M
IN.
CO
MM
SAFE
TYZO
NE
4" M
IN.
CLR
(E) WOOD UTILITY POLE
(E) WOOD UTILITY POLE
(N) (3) 5G INTEGRATED RADIOAU 6701
3
D-1
1
D-1
(N) ELECTRICAL DISCONNECTW/ SHUTDOWN SIGNAGE
6
D-1
4
D-1
48'-0" A.G.L.PRIMARY CONDUCTOR
47'-3" A.G.L.T.O. WOOD POLE
47'-2" A.G.L.PRIMARY CONDUCTOR
0'-0"SURFACE
(N) RF SIGNAGE5
D-1
46'-3" A.G.L.CENTER OF CROSSARM
44'-6" A.G.L.B.O. CROSSARM SUPPORT
0'-0"SURFACE
48'-0" A.G.L.PRIMARY CONDUCTOR
47'-3" A.G.L.T.O. WOOD POLE
47'-2" A.G.L.PRIMARY CONDUCTOR
46'-3" A.G.L.CENTER OF CROSSARM
44'-6" A.G.L.B.O. CROSSARM SUPPORT
38'-4" A.G.L.T.O. LUMINAIRE
38'-8" A.G.L.SECONDARY/NEUTRAL
35'-0" A.G.L.B.O. LIGHT ARM
31'-0" A.G.L.COMMUNICATION LINE
37'-8" A.G.L.T.O. SECONDARY RISER
30'-0" A.G.L.COMMUNICATION LINE
28'-0" A.G.L.T.O. COMMUNICATION RISER
34'-10" A.G.L.DRIP LOOP
29'-0" A.G.L.T.O. COMMUNICATION RISER
20'-4" A.G.L.B.O. SECONDARY RISER
15'-0" (15.0') A.G.L.B.O. DISCONNECT15'-11" (15.9') A.G.L.T.O. DISCONNECT
34'-2" (34.2') A.G.L.T.O. 5G INTEGRATED RADIO AU
33'-4" (33.3') A.G.L.RAD CENTER OF 5G INTEGRATED RADIO AU
32'-5" (32.4') A.G.L.B.O. 5G INTEGRATED RADIO AU
16'-4" (16.3') A.G.L.T.O. RF SIGNAGE
38'-4" A.G.L.T.O. LUMINAIRE
38'-8" A.G.L.SECONDARY/NEUTRAL
35'-0" A.G.L.B.O. LIGHT ARM
31'-0" A.G.L.COMMUNICATION LINE
37'-8" A.G.L.T.O. SECONDARY RISER
30'-0" A.G.L.COMMUNICATION LINE
28'-0" A.G.L.T.O. COMMUNICATION RISER
34'-10" A.G.L.DRIP LOOP
29'-0" A.G.L.T.O. COMMUNICATION RISER
20'-4" A.G.L.B.O. SECONDARY RISER
3" M
IN.
CLR
40" M
IN. P
OW
ERSA
FETY
ZO
NE
11. ATTACH POLE GROUND MOLDING PER NESC GUIDELINES
5.1"
SIDE VIEW
21.2
"
FRONT VIEW
21.2
"
8.1"
8.1"
TOP VIEW
ERICSSON STREETMACRO 6701
DIMENSIONS: 21.2" TALL x 8.1" WIDE x 5.1" DEEPWEIGHT: 31.0± LBS
5.1"
SITE NAME1-800-664-6620
SHUTDOWN SIGN - SIMPLIFIED
6"
3"
3/4"
MIN
.TE
XT H
EIG
HT
SECTOR / NODE: ________________________________
STATE: ______ SWITCH: __________________________
SITE ID: ________________________________________
Transmitting Antenna(s)
Radio frequency fields beyond this point MAY EXCEED the FCC Occupational exposure limit.
Obey all posted signs and site guidelines.Call Verizon at 1-800-264-6620 PRIOR toworking beyond this point.
CAUTION
verizon
No person is to come within 6 feet of this antenna node while active.
NOTES:1. CONTRACTOR TONOTE MARKET ID, SITE ID,SITE NAME
2. SIGN SHALL MEET THEREQUIREMENTS OF ANSISTANDARDS Z535-1, 2, 3,4, 5
SECTOR / NODE: ________________________
STATE: ______ SWITCH: ___________________
SITE ID: _________________________________
Transmitting Antenna(s)
Radio frequency fields beyond this point MAY EXCEED the FCC General Population
Call Verizon at 1-800-264-6620 PRIOR toworking beyond this point.
exposure limit.
NOTICE
EXAMPLES OF FCC SIGNAGE. EXACT CHOICE AND LOCATION OF SIGN TO BEDETERMINED AFTER INSTALLATION AND TESTING
NOTE:MAINTAIN 18" MIN. CLEARANCEFROM POLEMINIMUM SPACING BETWEEN (2)GROUND ROD IS 6'-0" PER G.O. 95SECTION 59.4.A.2.f
2'-0
" MIN
.
12" M
IN.
TOP OF GRADE OR FINISHEDSURFACE
PRECAST CONCRETEGROUND BOX WITHENGRAVED LIP-CHRISTY OREQUIVALENT
TEST LOOP, 12" BELOWFINISHED GRADE MAX.
CADWELD CONNECTION
SAND
5/8" DIA. x 10 FT. GROUNDROD PER N.E.C. ARTICLE250
#2 AWG IN 1-1/2" SCHED 80PVC CONDUIT
ANTENNA MOUNTING BRACKET
ELEVATION
1'-9
"
A A
3/8" THICKPLATE
1'-9
"±
ISOMETRIC VIEW
2-3/8" OD X 0.154 MASTWELDMENT
RADIO MOUNTINGBRACKET
3/4"Ø SS THREADEDROD, TYP OF (2)
C6X8.2 CHANNELS
2-3/8" OD X 0.154MAST WELDMENT
RADIO MOUNTINGBRACKET
RADIO UNITTYP
1/2" U-BOLTTYP
PLAN A-A
1'-9"
2'-8" (36" MAX)
RADIO UNITMAX. (3)
RADIO MOUNTINGBRACKET
3/4"Ø SS THREADEDROD, TYP OF (2)
HSS 3" X 3" X 1/4
WOOD POLE
2'-1"
FRONT VIEW
BOTTOM VIEW
8.59"
8.61
"
10.4
3"
Raycap
Powered byStrikesorb
9.38"
5.58
"
5.06
"
RAYCAP RSCAC-1333-P-240 LOAD CENTER
DIMENSIONS: 10.43" TALL X 9.38 X 5.06 WIDEWEIGHT: 8± LBS
STANDOFF BRACKETEXEMPT PART #686796
AND STRUT SPACEDAS REQ'D
ATTACH TO WOODPOLE W/ 3/8" DIA. X2-1/2" LAG SCREWS
5"
WOODPOLE
3"X6"SHUTDOWNSIGNAGE
VERTICAL UNISTRUT FORSIGN SUPPORT
SIGN
NOTE:MAINTAIN 18" MIN.CLEARANCE FROM POLEAND/OR CONCRETE EDGES
GROUND ROD ENCLOSURE
VERIZON WIRELESS5430 NE 122ND AVE
PORTLAND, OR 97230
DRAWN BY:
CHECKED BY:
IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT
A 90% CDREV DATE DESCRIPTION
MODUS, LLC1614 SE 10TH AVE
PORTLAND, OR 97214
APPROVED BY: LJB
26000 SE STARK STGRESHAM, OR 97030
ST_BERNARD_04
07/21/20
SH
SH
0 100% CD07/30/201 100% CD REV10/15/20
D-1
DETAILS
1NTS
SCALE
NTS
SCALEDISCONNECT
3NTS
SCALE
NTS
SCALE
7NTS
SCALE
NTS
SCALE ANTENNA MOUNT BRACKET
9NTS
SCALE
NTS
SCALE ERICSSON RADIO
10NTS
SCALE
NTS
SCALE
11NOT USED
4
8NTS
SCALE
NTS
SCALE
6
5NTS
SCALE
NTS
SCALE
NTS
SCALE
NOTES:1. PAINT ALL ANCILLARY EQUIPMENT, MOUNTING COMPONENTS
AND CABLE SWEEP TO MATCH POLE.
12EQUIPMENT SCHEDULE
GROUND ROD ENCLOSURE
GROUND ROD
DISCONNECT SHUTDOWN SIGNAGE
FCC SIGNAGE
NOT USED
NOT USED
VERIZON WIRELESS5430 NE 122ND AVE
PORTLAND, OR 97230
DRAWN BY:
CHECKED BY:
IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT
A 90% CDREV DATE DESCRIPTION
MODUS, LLC1614 SE 10TH AVE
PORTLAND, OR 97214
APPROVED BY: LJB
26000 SE STARK STGRESHAM, OR 97030
ST_BERNARD_04
07/21/20
SH
SH
0 100% CD07/30/201 100% CD REV10/15/20
E-1
ELECTRICAL GENERAL NOTES
SAFETY
SECONDARY
SURFACESWITCH
SOFT DRAWN BARE COPPER
SOLID NEUTRAL
TYPICAL
WITH
VOLTVOLT ALTERNATING CURRENTWATT OR WIRE
UNDERWRITER'SLABORATORY INC.
UNDERGROUND
TELEPHONE
TRANSFERWITHOUT
CROSS-LINK POLYETHYLENETRANSFORMER
MANUFACTURER
MOUNTEDMOUNTING
NEUTRAL
MINIMUMMAIN LUGS ONLY
W
V
OVERHEAD
PHASEPANELBOARD
POLEPERSONALCOMMUNICATION SYSTEM
NATIONAL ELECTRICALMANUFACTURERS ASSOC.
NEW
MFR
MLO
MTG
N
MTD
MIN
NEMA
OH
PCS
PH
P
(N)
PNLBD
RECEPTACLEPOWERPRIMARY
RIGID GALVANIZED STEEL
POWER PROTECTION CABINETPRIMARY RADIO CABINET
PPCPRC
RCPTPWRPRI
RGS
W/OXFER
XLPEXFMR
TEL
VAC
W/
TYP
U.L.U/G
SDBC
SURF
SEC
SW
S.N.
SAFELEC
ENCL
FACF/A
EXIST
EMT
FT
GGEN
FU
GPSGR
GND
GFCI
FLUOR
A
AIC
ACCA
AT
BDBR
AWG
CCAB
BTSBTCWBRKR
APPROX
AMPERE
BRANCH
BARE TINNED COPPER WIRE
APPROXIMATELY
AMERICAN WIRE GAGEAMPERE TRIP
AMPERE INTERRUPTINGCAPACITY
BREAKER
ANTENNA CABLECOVER ASSEMBLY
CONDUITCABINET
BASE TRANSMISSION SYSTEM
BOARD
HDBCHPS
LPSMAX
LG
MECH
CBCKT
DEM(E)
CONTCIRCUIT
DEMANDEXISTING
CIRCUIT BREAKER
CONTINUOUS
HARD DRAWN COPPER WIRE
LOW PRESSURE SODIUM
MECHANICALMAXIMUM
HIGH PRESSURE SODIUMLENGTH
FLUORESCENT
FUSE
GENERATORGROUND FAULT CIRCUITINTERRUPTER
GROUND
FOOT/FEET
GLOBAL POSITIONING SYSTEMGROWTH
GROUNDING
ELECTRICAL METALLIC TUBINGELECTRICAL
ENCLOSURE
FIRE ALARMFACTOREXISTING
UNLESS NOTED OTHERWISEU.N.O.
EGR EMERGENCY GEN. RECEPTACLE
MANUAL TRANSFER SWITCHMTS
BATT BATTERY
A. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST RULESAND REGULATIONS OF THE NATIONAL ELECTRIC CODE AND ALL STATE ANDLOCAL CODES. NOTHING IN THESE PLANS OR SPECIFICATIONS SHALL BECONSTRUED AS TO PERMIT WORK NOT CONFORMING TO THE MOST STRINGENTOF THESE CODES. SHOULD CHANGES BE NECESSARY IN THE DRAWINGS ORSPECIFICATIONS TO MAKE THE WORK COMPLY WITH THESE REQUIREMENTS, THECONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING ANDCEASE WORK ON PARTS OF THE CONTRACT NOT IN COMPLIANCE.
B. THE CONTRACTOR SHALL MAKE A SITE VISIT PRIOR TO BIDDING ANDCONSTRUCTION TO VERIFY ALL EXISTING CONDITIONS AND SHALL NOTIFY THEENGINEER IMMEDIATELY UPON DISCOVERY OF ANY DISCREPANCIES. THECONTRACTOR ASSUMES ALL LIABILITY FOR FAILURE TO COMPLY WITH THISPROVISION.
C. THE EXTENT OF THE WORK IS INDICATED BY THE DRAWINGS, SCHEDULES, ANDSPECIFICATIONS AND IS SUBJECT TO THE TERMS AND CONDITIONS OF THECONTRACT. THE WORK SHALL CONSIST OF FURNISHING ALL LABOR, EQUIPMENT,MATERIALS AND SUPPLIES NECESSARY FOR A COMPLETE AND OPERATIONALELECTRICAL SYSTEM. THE WORK SHALL ALSO INCLUDE THE COMPLETION OF ALLELECTRICAL WORK NOT MENTIONED OR SHOWN WHICH ARE NECESSARY FORSUCCESSFUL OPERATION OF ALL SYSTEMS.
D. WORKMANSHIP AND NEAT APPEARANCE SHALL BE AS IMPORTANT AS THEOPERATION. DEFECTIVE OR DAMAGED MATERIALS SHALL BE REPLACED ORREPAIRED PRIOR TO FINAL ACCEPTANCE IN A MANNER ACCEPTABLE TOOWNER AND ENGINEER.
E. ANY ERROR, OMISSION OR DESIGN DISCREPANCY ON THE DRAWINGS SHALL BEBROUGHT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATION ORCORRECTION BEFORE CONSTRUCTION.
F. "PROVIDE" INDICATES THAT ALL ITEMS ARE TO BE FURNISHED, INSTALLED ANDCONNECTED IN PLACE.
GENERAL REQUIREMENTS
G. ALL GROUND CONNECTIONS SHALL BE MADE WITH "HYGROUND" COMPRESSION SYSTEM BURNDY CONNECTORS EXCEPT WHERE NOTEDOTHERWISE.
H. PAINT SHALL BE REMOVED AT ALL GROUND CONNECTIONS
I. GROUNDING SYSTEM RESISTANCE SHALL NOT EXCEED 5 OHMS. IF THERESISTANCE VALUE IS EXCEEDED, NOTIFY THE OWNER FOR FUTURE INSTRUCTIONON METHODS FOR REDUCING THE RESISTANCE VALUE. SUBMIT TEST REPORTSAND FURNISH TO VERIZON ONE COMPLETE SET OF PRINTS SHOWING "INSTALLEDWORK".
UTILITY SERVICE
A. TELEPHONE AND ELECTRICAL METERING FACILITIES SHALL CONFORM TO THEREQUIREMENTS OF THE SERVING UTILITY COMPANIES. CONTRACTOR SHALLVERIFY SERVICE LOCATIONS AND REQUIREMENTS. SERVICE INFORMATION WILLBE FURNISHED BY THE SERVING UTILITIES.
B. CONFORM TO ALL REQUIREMENTS OF THE SERVING UTILITY COMPANIES.
PRODUCTS
A. ALL MATERIALS SHALL BE NEW, CONFORMING WITH THE NEC, ANSI, NEMA, ANDTHEY SHALL BE U.L. LISTED AND LABELED.
B. CONDUIT:
B.1. RIGID CONDUIT SHALL BE U.L. LABEL GALVANIZED ZINC COATED WITH ZINCINTERIOR AND SHALL BE USED WHEN INSTALLED IN OR UNDER CONCRETESLABS, IN CONTACT WITH THE EARTH, UNDER PUBLIC ROADWAYS, INMASONRY WALLS OR EXPOSED ON BUILDING EXTERIOR, RIGID CONDUIT INCONTACT WITH EARTH SHALL BE 1/2 LAPPED WRAPPED WITH HUNTS WRAPPROCESS NO. 3.
B.2. ELECTRICAL METALLIC TUBING SHALL HAVE U.L. LABEL, FITTINGS SHALL BECOMPRESSION TYPE. EMT SHALL BE USED ONLY FOR INTERIOR RUNS.
B.3. FLEXIBLE METALLIC CONDUIT SHALL HAVE U.L. LISTED LABEL AND MAY BEUSED WHERE PERMITTED BY CODE. FITTINGS SHALL BE "JAKE" OR "SQUEEZE"TYPE. SEAL TIGHT FLEXIBLE CONDUIT. ALL CONDUIT IN EXCESS OF SIX FEET INLENGTH SHALL HAVE FULL SIZE GROUND WIRE.
B.4. ALL UNDERGROUND CONDUITS SHALL BE PVC SCHEDULE 40 (UNLESSNOTED OTHERWISE) AT A MINIMUM DEPTH OF 24" BELOW GRADE.
B.5. ALL CONDUIT ONLY (C.O.) SHALL HAVE PULL ROPE.
C. ALL WIRE AND CABLE SHALL BE COPPER, 600 VOLT, #12 AWG MINIMUM UNLESSSPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. CONDUCTORS #10 AWGAND SMALLER SHALL BE SOLID. CONDUCTORS #8 AWG AND LARGER SHALL BESTRANDED. TYPE THHN INSULATION USED UNLESS CONDUCTORS INSTALLED INCONDUIT EXPOSED TO WEATHER, IN WHICH CASE TYPE THWN INSULATION SHALLBE USED.
D. PROVIDE GALVANIZED COATED STEEL BOXES AND ACCESSORIES SIZED PERCODE TO ACCOMMODATE ALL DEVICES AND WIRING.
E. TOGGLE SWITCHES SHALL BE 20 AMP, 120 VOLT AC, SPECIFICATION GRADEWHITE (UNLESS NOTED OTHERWISE) FINISH. MOUNT SWITCHES AT +48" ABOVEFINISHED FLOOR.
F. PANELBOARD SHALL BE DEAD FRONT SAFETY TYPE WITH ANTI-BURN SOLDERLESSCOMPRESSION APPROVED FOR COPPER CONDUCTORS, COPPER BUS BARS,FULL SIZED NEUTRAL BUS, GROUND BUS AND EQUIPPED WITH QUICK-MAKEQUICK-BREAK BOLT-IN TYPE THERMAL MAGNETIC CIRCUIT BREAKERS.MOUNT TOP OF THE PANELBOARD AT 6'-3" ABOVE FINISHED FLOOR. PROVIDETYPEWRITTEN CIRCUIT DIRECTORY.
G. ALL CIRCUIT BREAKERS, MAGNETIC STARTERS AND OTHER ELECTRICALEQUIPMENT SHALL HAVE AN INTERRUPTING RATING NOT LESS THAN MAXIMUMSHORT CIRCUIT CURRENT TO WHICH THEY MAY BE SUBJECTED.
H. GROUND RODS SHALL BE COPPER CLAD STEEL, 5/8" ROUND AND 10' LONG.COPPERWELD OR APPROVED EQUAL.
I. CONDUIT REQUIREMENTS (TYP., U.N.O.): UNDERGROUND: PVC (SCHED 40 OR80), INDOOR: EMT (RGS IN TRAFFIC AREAS, OUTDOOR (ABOVE GRADE): RGS.
J. PLACE "TRUE TAPE" AND PULL ROPE IN THE CONDUITS AS REQUIRED.
INSTALLATION
PROVIDE SUPPORTING DEVICES FOR ALL ELECTRICAL EQUIPMENT, FIXTURES, BOXES,PANEL, ETC., EQUIPMENT SHALL BE BRACED TO WITHSTAND HORIZONTAL FORCES INACCORDANCE WITH STATE AND LOCAL CODE REQUIREMENTS. PROVIDE PRIORALIGNMENT AND LEVELING OF ALL DEVICES AND FIXTURES.
PROJECT CLOSEOUT
A. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, SHORT CIRCUIT, ANDFALL POTENTIAL GROUNDING TESTS FOR APPROVAL. SUBMIT TEST REPORTS TOCONSTRUCTION MANAGER. CLEAN PREMISES OF ALL DEBRIS RESULTING FROMWORK AND LEAVE WORK IN A COMPLETE AND UNDAMAGED CONDITION.
B. PROVIDE CONSTRUCTION MANAGER WITH ONE SET OF COMPLETE "ASINSTALLED" DRAWINGS AT THE COMPLETION OF THE JOB, SHOWING ACTUALDIMENSIONS, ROUTINGS AND CIRCUITS.
GROUNDING
A. THE CONTRACTOR SHALL PROVIDE A COMPLETE, AND APPROVED GROUNDINGSYSTEM INCLUDING ELECTRODES. ELECTRODE CONDUCTOR, BONDINGCONDUCTORS, AND EQUIPMENT CONDUCTORS AS REQUIRED BY ARTICLE 250OF NATIONAL ELECTRICAL CODE.
B. CONDUITS CONNECTED TO EQUIPMENT AND DEVICES SHALL BE METALLICALLYJOINED TOGETHER TO PROVIDE EFFECTIVE ELECTRICAL CONTINUITY.
C. FEEDERS AND BRANCH CIRCUIT WIRING INSTALLED IN A NONMETALLICCONDUIT SHALL INCLUDE A CODE SIZED GROUNDING CONDUCTOR HAVINGGREEN INSULATION. THE GROUND CONDUCTOR SHALL BE PROPERLYCONNECTED AT BOTH ENDS TO MAINTAIN ELECTRICAL CONTINUITY.
D. REFER TO GROUND BUS DETAILS. PROVIDE NEW GROUND SYSTEM COMPLETEWITH CONDUCTORS, GROUND ROD AND DESCRIBED TERMINATIONS.
E. ALL GROUNDING CONDUCTORS SHALL BE SOLID TINNED COPPER ANDANNEALED #2 UNLESS NOTED OTHERWISE.
F. ALL NON-DIRECT BURIED TELEPHONE EQUIPMENT GROUND CONDUCTORSSHALL BE #2 STRANDED, THHN (GREEN) INSULATION.
ELECTRICAL NOTES GENERAL ABBREVIATIONS
ELECTRICAL LEGEND
E/T
OVERHEAD TELEPHONE LINE
OVERHEAD TELEPHONE/OVERHEAD POWER
OVERHEAD POWER LINE
5/8" X 10'-0" ,CU. GND ROD 24" MIN. BELOW GRADE.
CIRCUIT BREAKER
MECHANICAL CONNECTION
POWER RUN
TELCO RUN
POWER/TELCO RUN
FUSE, SIZE AND TYPE AS INDICATED.
E
T
LIGHTING FIXTURE
G GROUND LINE
POWER SOURCE120/240V 3W, 1PH
1
E-3
15A
15A
5GRADIO
5GRADIO
60A
N G
(N) ELECTRICAL DISCONNECT
#6 AWG IN 3/4" DIA. SCHED80 PVC CONDUIT TO GROUNDROD PER N.E.C. ARTICLE 250
GROUND TEST WELL
SURFACE
5/8" DIA. COPPER CLADSTEEL GROUND ROD
(N) 3" DIA. CONDUIT W/(2)#12 CU CONDUCTORS &(1)#10 CU EGC TO EACH RADIO
(N) RADIO 6701, TYP
(N) (2)#12 CU CONDUCTORS (1LINE & 1 NEUTRAL) &(1)#10 CU GROUNDFOR EACH RADIO
ELECTRICAL DISCONNECT
(N) 3/4" SCH. 80 PVC CONDUITW/ (1) #6 GROUND WIRE
(N) 1 1/2" SCH. 80 PVCCONDUIT WITH PULL ROPEUP UTILITY POLESEE ELEVATIONS FOR CONDUITLOCATION
5GRADIO
15A
POWER SOURCE120/240V 3W, 1PH
1
E-3
15A
5GRADIO
60A
N G
(N) ELECTRICAL DISCONNECT
#6 AWG IN 3/4" DIA. SCHED80 PVC CONDUIT TO GROUNDROD PER N.E.C. ARTICLE 250
GROUND TEST WELL
SURFACE
5/8" DIA. COPPER CLADSTEEL GROUND ROD
(N) 3" DIA. CONDUIT W/(2)#12 CU CONDUCTORS &(1)#10 CU EGC TO EACH RADIO
(N) RADIO 6701, TYP
(N) (2)#12 CU CONDUCTORS (1LINE & 1 NEUTRAL) &(1)#10 CU GROUNDFOR EACH RADIO
ELECTRICAL DISCONNECT
(N) 3/4" SCH. 80 PVC CONDUITW/ (1) #6 GROUND WIRE
(N) 1 1/2" SCH. 80 PVCCONDUIT WITH PULL ROPEUP UTILITY POLESEE ELEVATIONS FOR CONDUITLOCATION
5GRADIO
15ARaycap
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SITE NAME1-800-664-6620
VERIZON WIRELESS5430 NE 122ND AVE
PORTLAND, OR 97230
DRAWN BY:
CHECKED BY:
IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT
A 90% CDREV DATE DESCRIPTION
MODUS, LLC1614 SE 10TH AVE
PORTLAND, OR 97214
APPROVED BY: LJB
26000 SE STARK STGRESHAM, OR 97030
ST_BERNARD_04
07/21/20
SH
SH
0 100% CD07/30/201 100% CD REV10/15/20
ONE-LINE DIAGRAM &GROUNDING SCHEMATIC
1E-2
12 ONE-LINE DIAGRAMONE-LINE SCHEMATIC
NOTES:1. GROUND ROD: UL LISTED COPPER CLAD STEEL. MINIMUM 5/8" DIAMETER x 10'-0" LONG. ALL GROUND RODS MAYBE INSTALLED WITH INSPECTION SLEEVES. GROUND RODS SHALL BE DRIVEN TO THE DEPTH OF GROUNDCONDUCTOR.
2. CELL REFERENCE GROUND BAR: POINT OF GROUND REFERENCE FOR ALL COMMUNICATIONS EQUIPMENTFRAMES. ALL BONDS ARE MADE WITH #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTORS SIZED ASSHOWN. BOND TO GROUND ROD AS SHOWN IN THE GROUNDING SCHEMATIC.
3. EXTERIOR UNIT BONDS: METALLIC OBJECTS SHALL BE BONDED TO THE EXTERIOR GROUND ROD.
4. PROVIDE ALL ELECTRICAL WORK & MATERIALS AS SHOWN ON THE DWGS, AS CALLED FOR HEREIN, & AS ISNECESSARY TO FURNISH A COMPLETE INSTALLATION.
5. OUTDOOR EQUIPMENT SHALL BE RATED NEMA 3R AND/OR UL LISTED FOR WET ENVIRONMENT.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING THE GROUNDING SYSTEM AND ENSURING A 5 OHM ORLESS GROUNDING PATH. ADDITIONAL GROUND RODS AND/OR CHEMICAL ROD SYSTEM SHALL BE USED TOACHIEVE THIS REQUIREMENT IF THE GIVEN DESIGN CANNOT BE MADE TO ACHIEVE THIS REQUIREMENT.
VERIZON WIRELESS5430 NE 122ND AVE
PORTLAND, OR 97230
DRAWN BY:
CHECKED BY:
IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT
A 90% CDREV DATE DESCRIPTION
MODUS, LLC1614 SE 10TH AVE
PORTLAND, OR 97214
APPROVED BY: LJB
26000 SE STARK STGRESHAM, OR 97030
ST_BERNARD_04
07/21/20
SH
SH
0 100% CD07/30/201 100% CD REV10/15/20
E-3
ELECTRICAL DETAILS
1
9 6 3
8 5 2
7 4
TYPE VB
TYPE VS
TYPE GL LUGTYPE XA TYPE GR
TYPE PG
TYPE LJ TYPE HA
TYPE GT
TYPE SS TYPE TA
TYPE PC TYPE RR
TYPE NDTYPE NX1
TYPE GY TYPE NC
TYPE PH TYPE GR
EXOTHERMIC WELD CONNECTION
2 BOLT PARALLEL SPLICER CLAMP
CROSS RUN
CLAMPCAST ``T'' SPLICER 1 BOLT PARALLEL
ROD CLAMPBOLT GRND.
2 HOLE LUG
50H2
1 BOLT PARALLEL CLAMP
``U'' BOLT PIPE CLAMP
UNIVERSAL PIPE CLAMPS
UNIVERSAL PIPECLAMPS75/1.25
MECHANICAL CONNECTION
NOT USED
NOT USED 10
NOT USED
NOT USED
NOT USEDNOT USED
NOT USED 11
12
GROUND TEST WELL
NOTE:REFER TO DETAIL SHEET FORENCLOSURE
#2 SOLID TO PPC
#2 SOLID TO MAIN GROUND BUSBAR (MGB) TRANSITION FROM #2SOLID (BELOW) AT 6" ABOVEGRADE WITH MECHANICALCONNECTOR (WHERE SHOWN)
PATCH, REPLACE ORRECOMPACT TO MATCH
EXISTING ADJACENTMATERIAL AND SURFACE.
(90% COMPACTION ATEARTH BACKFILLS)
GROUND ROD INSPECTION WELL.CHRISTY F14 BOX WITH ADAPTERS
AND EXTENSIONS AS REQUIREDAND D210 CONCRETE LID.
COORDINATE INSTALLATION WITHOWNER. LABEL "GROUND" OR
"GROUND ROD".
5/8" COPPER CLAD STEELGROUND ROD
NOTE:GROUND BARS AT BOTTOMOF TOWERS/LIGHT POLESSHALL ONLY USEEXOTHERMIC WELDS.
GROUND WIRE TO BAR
STRANDED CU WIREWITH GREEN, 600V,THWN INSULATION(AS REQUIRED)
GROUND CONDUCTORSHALL BE ELIMINATEDWHEN GROUND BAR ISELECTRICALLY BONDEDTO METALTOWER/LIGHT POLESTRUCTURE
GALVANIZED STEELBAR ON POLE SEE
DETAIL 2/E-3
*TWO HOLE LUG, OREXOTHERMIC WELD TO BE
USED WITH BCW TOBUILDING SERVICE
GROUND OR GROUNDROD
3/4"
1
7/16"
1"
2"
3
1. COPPER GROUND BAR, HOLE CENTERS TO MATCH NEMA DOUBLE LUGCONFIGURATION. (ACTUAL GROUND BAR SIZE WILL VARY BASED ON NUMBER OFGROUND CONNECTIONS)
2. INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061-4 OR APPROVED EQUAL3. 5/8" LOCK WASHERS, NEWTON INSTRUMENT CO., CAT. NO. 3015-8 OR APPROVED EQUAL4. WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO., CAT NO. A-6056 OR APPROVED
EQUAL5. 5/8-11 X 1" HHCS BOLTS, NEWTON INSTRUMENT CO., CAT NO. 3012-1 OR APPROVED
EQUAL6. INSULATORS SHALL BE ELIMINATED WHEN BONDING DIRECTLY TO TOWER/MONOPINE
STRUCTURE. CONNECTION TO TOWER/MONOPINE STRUCTURE SHALL BE PERMANUFACTURERS RECOMMENDATIONS.
7. VALMONT TINMG212U-K (OR EQUIVALENT) 1/4"X2"X12"
NOTES:
GROUND BAR
45 5
FACE OF THE CURB(E) CONCRETE SIDEWALK
FACE OF THE CURBFACE OF THE CURB
FACE OF THE CURB
FAC
E OF THE C
URB
FAC
E OF THE C
URB
FAC
E OF THE C
URB
FAC
E OF THE C
URB
LANDSCAPE
(E) CO
NC
RETE SIDEW
ALK
(E) CO
NC
RETE SIDEW
ALK
(E) CONCRETE SIDEWALK
(E) CONCRETE SIDEWALK (E) CONCRETE SIDEWALK
(E) CO
NC
RETE SIDEW
ALK
(E) CO
NC
RETE SIDEW
ALK
NE KA
NE D
R
SE STARK ST SE STARK ST
NE KA
NE D
R
26000SE STARK STGRESHAM,OR 97030
25678SE STARK
STGRESHAMOR 97030,
25699SE STARK STTROUTDALE, OR 97060
25737SE STARK STTROUTDALEOR 97060,
BIKE LANE
BIKE LANE
BIKE LAN
E
BIKE LAN
EBIKE LA
NE
BIKE LAN
E
FACE OF THE CURB(E) CONCRETE SIDEWALK
35M.P.H
35M.P.H
35M.P.H
35M.P.H
4746 Clayton Rd, Concord, CA, 94521.(925) 408-2159
8*(
www.planneng.com
4746 Clayton Rd, Concord, CA, 94521.(925) 408-2159
8*(
www.planneng.com
LEGENDSTOP
SCALE: 1"=30'
N
Traffic Control Plan26000 SE STARK ST, GRESHAM, OR 97030
1 of 1
SheetST_BERNARD_04