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

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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: VZWPNW@MODUS-CORP.COM

A&E PROJECT MANAGER:MODUS, LLC1614 SE 10TH AVEPORTLAND, OR 97214PHONE: (415) 926.5062EMAIL: SHE@MODUSLLC.COM

VERIZON CONSTRUCTION ENGINEER:VERIZON WIRELESS3245 158TH AVE SEBELLEVUE, WA 68008ATTN: BYRNE BELDENPHONE: (508) 817.2187EMAIL: BYRNE.BELDEN@VERIZON.COM

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: JEFF.CULLEY@VERIZONWIRELESS.COM

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

E OF THE C

URB

FAC

E OF THE C

URB

FAC

E O

F TH

E C

URB

FAC

E O

F TH

E C

URB

LANDSCAPE

(E) C

ON

CRE

TE S

IDEW

ALK

(E) C

ON

CRE

TE S

IDEW

ALK

(E) CONCRETE SIDEWALK

(E) CONCRETE SIDEWALK (E) CONCRETE SIDEWALK

(E) CO

NC

RETE SIDEW

ALK

(E) CO

NC

RETE SIDEW

ALK

NE

KAN

E D

RC

TR-L

INE

SE STARK STCTR-LINE

SE STARK STCTR-LINE

NE

KAN

E D

RC

TR-L

INE

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

e splanneng@gmail.com

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

Powered byStrikesorb

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

e splanneng@gmail.com

8*(

www.planneng.com

4746 Clayton Rd, Concord, CA, 94521.(925) 408-2159

e splanneng@gmail.com

8*(

www.planneng.com

LEGENDSTOP

SCALE: 1"=30'

N

Traffic Control Plan26000 SE STARK ST, GRESHAM, OR 97030

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SheetST_BERNARD_04