Attachment B - Final Construction Plans - METCOM 911.pdf

SHEET INDEX

FROM MARION COUNTY PUBLIC WORKS BUILDING:

1. GET ON I-5 N IN SALEM FROM CORDON RD NE AND HAZELGREEN

RD NE

9 MIN (4.9 MI)

2. MERGE ONTO I-5 N

10.9 MI

3. TAKE EXIT 271 FOR OR-214/OR-219 TOWARD WOODBURN/MOLALLA

0.3 MI

4. TURN RIGHT ONTO OR-214 S/HILLSBORO-SILVERTON HWY NE.

PASS BY DAIRY QUEEN GRILL & CHILL (ON THE RIGHT IN 0.2 MI)

1.8 MI

5. TURN RIGHT AND TAKE ANOTHER RIGHT TURN. DESTINATION WILL

BE ON THE RIGHT.

262 FT

EST. TIME: 26 MINS.

EST. MILEAGE: 18.1 MI

COVER

SHEET

SHEET NUMBER:

SHEET TITLE:

PROJECT INFORMATION PROJECT INFORMATION CONTINUED DRIVING DIRECTIONS

VICINITY MAP

PROPERTY OWNER:

CITY OF WOODBURN

270 MONTGOMERY ST

WOODBURN, OR 97071

JURISDICTION:

CITY OF WOODBURN

COUNTY:

MARION

PROJECT LOCATION:

*LAT: N 45° 09'03.4" (45.150950)

*LONG: W 122°50'36.5" (-122.843472)

*GROUND ELEVATION (ASML) = 186'±

*INFORMATION OBTAINED FROM GOOGLE EARTH

UTILITY PROVIDERS:

TELCO PROVIDER: N/A

POWER PROVIDER: PORTLAND GENERAL ELECTRIC

T-1

PROJECT AREA:

TOTAL COMPOUND AREA - 200 SQ FEET ±

ACCESS DRIVE AND PARKING - EXISTING

TOTAL - 200 SQ FEET ±

LOCATOR MAP

LICENSURE:

DRAWING INFORMATION:

THIS DRAWING IS COPYRIGHTED AND IS THE SOLE

PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY

FOR USE BY THE OWNER AND ITS AFFILIATES.

REPRODUCTION OR USE OF THIS DRAWING AND/OR

THE INFORMATION CONTAINED IN IT IS FORBIDDEN

WITHOUT THE WRITTEN PERMISSION OF THE OWNER.

PLANS PREPARED BY:

DATE RELEASE

07-19-24 SITE SKETCH

10-29-24 PRELIMINARY ZONING DRAWINGS

09-25-25

PRELIMINARY CONSTRUCTION DRAWINGS

10-13-25 FINAL CONSTRUCTION DRAWINGS

PROJECT INFORMATION:

12725 SW MILLIKAN WAY

SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing

Civil Engineers

Civil Engineers

MARION COUNTY

METCOM911

1060 MT HOOD AVE

WOODBURN, OR 97071

PROJECT DESCRIPTION

SITE NAME:

METCOM911

1060 MT HOOD AVE, WOODBURN, OR 97071

CONSTRUCTION SUBMITTAL:

T-1 COVER SHEET

EX-1 EXISTING CONDITIONS

G-1 GENERAL NOTES

ER-1 GRADING & EROSION CONTROL PLAN

ER-2 GRADING & EROSION CONTROL DETAILS

C-1 OVERALL SITE PLAN

C-2 ENLARGED SITE PLAN

C-3 ELEVATIONS

C-4 COMPOUND DETAILS

C-5 HVAC DETAILS

C-6 EQUIPMENT SHELTER FOUNDATION PLAN

E-1 SITE GROUNDING PLAN & DETAILS

E-2 GROUNDING DETAILS I

E-3 GROUNDING DETAILS II

RF-1.0 RF TOWER APPURTENANCES I

RF-1.1 RF TOWER APPURTENANCES II

SHELTER ONE PREFABRICATED SHELTER DRAWINGS

(REFER TO STATE OF OREGON BUILDING CODES

DIVISION FOR STATE INSIGNIA):

SH-1 EQUIPMENT SHELTER EXTERIOR ELEVATIONS

SH-2 EQUIPMENT SHELTER INTERIOR ELEVATIONS

SH-3 ELECTRICAL ONE-LINE DRAWING

SH-4 ELECTRICAL PANEL SCHEDULE

SCALE: NTS SCALE: NTS

PROJECT LOCATION

PROJECT LOCATION

1. PROPOSED MODIFICATION OF AN EXISTING PUBLIC SAFETY

COMMUNICATIONS FACILITY FOR MARION COUNTY, OREGON.

2. PROPOSED INSTALLATION OF THE FOLLOWING EQUIPMENT ON AN

EXISTING 150' MONOPOLE TOWER:

* ANTENNAS W/ ASSOCIATED ANCILLARY EQUIPMENT

3. PROPOSED INSTALLATION OF THE FOLLOWING EQUIPMENT

WITHIN EXISTING GROUND SPACE:

* (1) 10'x12' EQUIPMENT SHELTER

* (1) ICE BRIDGE

ZONING:

P/SP (SPECIAL AGRICULTURE)

PARCEL NUMBER(S) & AREA:

ACCOUNT #: 108697

TAXLOT #: 051W08CB04800

399,009.6 SQ FEET±

9.16 ACRES±

GENERAL INFORMATION:

1. TRAFFIC IS UNAFFECTED

2. SIGNAGE AT SITE IS PROPOSED

3. SITE IS UNMANNED AND HANDICAP ACCESS IS NOT REQUIRED

CODE INFORMATION:

1. IBC-2018 INTERNATIONAL BUILDING CODE

2. NEC-2017 NATIONAL ELECTRIC CODE

3. 2019 OREGON STRUCTURAL SPECIALTY CODE

4. 2017 NFPA 58 CODE

5. OCCUPANCY GROUP: U

6. CONSTRUCTION TYPE: II-B

TOWER OWNER:

METCOM911

1060 MT HOOD AVE

WOODBURN, OR 97071

APPLICANT:

MARION COUNTY PUBLIC WORKS

5155 SILVERTON RD NE

SALEM, OR 97305

CONTACT:

BRIAN NICHOLAS

(503) 588-7943 bnicholas@co.marion.or.us

PROJECT MANAGER:

PATRICK HOOVER

(971) 295-0152 phoover@rtspnw.com

CONSTRUCTION

MANAGER:

PATRICK HOOVER

(971) 295-0152 phoover@rtspnw.com

ZONING CONTACT:

CUSHING CIVIL ENGINEERS

12725 SW MILLIKAN WAY, STE 300

BEAVERTON, OR 97005

CONTACT:

ROB HOWE

(503) 387-5331 rob@cushingcivilengineers.com

ENGINEER OF RECORD:

CUSHING CIVIL ENGINEERS

12725 SW MILLIKAN WAY, STE 300

BEAVERTON, OR 97005

CONTACT:

KENNY MCMANAWAY

(503) 387-5331 kenny@cushingcivilengineers.com

KamalThapa Snapshot

EXISTING

CONDITIONS

EX-1

SHEET NUMBER:

SHEET TITLE:

LICENSURE:

DRAWING INFORMATION:

THIS DRAWING IS COPYRIGHTED AND IS THE SOLE

PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY

FOR USE BY THE OWNER AND ITS AFFILIATES.

REPRODUCTION OR USE OF THIS DRAWING AND/OR

THE INFORMATION CONTAINED IN IT IS FORBIDDEN

WITHOUT THE WRITTEN PERMISSION OF THE OWNER.

PLANS PREPARED BY:

DATE RELEASE

07-19-24 SITE SKETCH

10-29-24 PRELIMINARY ZONING DRAWINGS

09-25-25

PRELIMINARY CONSTRUCTION DRAWINGS

10-13-25 FINAL CONSTRUCTION DRAWINGS

PROJECT INFORMATION:

12725 SW MILLIKAN WAY

SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing

Civil Engineers

Civil Engineers

MARION COUNTY

METCOM911

1060 MT HOOD AVE

WOODBURN, OR 97071

2 SITE PHOTO

11X17 SCALE: 1" = 24' 22X34 SCALE: 1" = 12' EXISTING CONDITIONS 1

EX-1

NOTE:

THIS IS NOT A SURVEY; ALL EXISTING

INFORMATION IS PROVIDED BY GIS &

SIDE WALK NOTES.

SCALE: NTS

(EX) 150'-0" MONOPOLE

TOWER TO REMAIN

(EX) BUILDING, TYP

(EX) ICE BRIDGE BY

OTHERS TO REMAIN

(EX) ELECTRICAL/DATA

ROOM INSIDE BUILDING

CENTER LINE

PROPERTY LINE

NUMBER

OTHERWISE

WATERPROOF

VERIFY IN FIELD

WITHOUT

WINDOW

VINYL TILE

VERTICAL

UNLESS NOTED

TOP OF MASONRY

TOP OF CONCRETE

SHEET VINYL

TYPICAL

THROUGH

SUSPENDED

STRUCTURAL

STAINLESS STEEL

SPECIFICATION

ROUGH OPENING

SQUARE

SIMILAR

REQUIRED

W/O

GA

GC

GALV

FT

FLR

FLUOR

FIN

EXT

EX

GAUGE

GENERAL CONTRACTOR

GALVANIZE(D)

FLUORESCENT

FOOT

FLOOR

FINISH

EXTERIOR

EXISTING

PRESSURE TREATED

OUTSIDE DIAMETER

PAIRPR

PROP

PROJ

PT

PROPERTY

PROJECT

OPP

OC, o/c

OPG

OD

OPPOSITE

OPENING

ON CENTER

AT

WP

C P L L

AND

ANGLE

GROUNDGRND

AIR CONDITIONINGA/C

REQ'D

CONTINUOUSCONT

DWG

EL, ELEV

E.W.

EQUIP

EQ

ELECT

EA

E

DIAG

DIM

DN

DTL, DETL

DIA, Ø

DBL

DRAWING

ELEVATION

EACH WAY

EQUIPMENT

EQUAL

ELECTRICAL

EACH

EAST

DIAGONAL

DETAIL

DOWN

DIMENSION

DIAMETER

DOUBLE

CONST

CONC

CLR

CLG

BLK

B/S

BMR

BLDG

AWG

ASTM

APPROX

AFF

ADJ

CONSTRUCTION

BUILDING STANDARD

BASE MOBILE RADIO

CONCRETE

CLEAR

CEILING

BLOCK

AMERICAN WIRE GAUGE

TESTING & MATERIALS

AMERICAN SOCIETY FOR

APPROXIMATELY

ABOVE FINISH FLOOR

BUILDING

ADJUSTABLE

T.O.C.

NOT IN CONTRACT

NOT APPLICABLE

MINIMUMMIN

N

NTS

NIC

NA

MISC

NORTH

NOT TO SCALE

MISCELLANEOUS

MET, MTL

MECH

MGR

MFR

LB(S)

MAX

MANAGER

MANUFACTURER

MECHANICAL

METAL

MAXIMUM

POUND(S)

VERT

WIN

W/ W

VT

VIF

WEST

WITH

U.N.O.

T.O.M.

TYP

GYPSUM WALL BOARD

HVAC

IN

INSUL

INT

INFO

I.D.

INCH

INTERIOR

INSULATION

INFORMATION

INSIDE DIA.

HORIZ

HARD'WD

HT

HR

GYP BD

GWB

HORIZONTAL

HARDWOOD

HEIGHT

HOUR

GYPSUM BOARD

SQ

TNND

THRU

SUSP

STRUCT

S.V.

SS

STL

TINNED

STEEL

SPEC

S

SHT

SIM

RM

R.O.

SOUTH

SHEET

ROOM

ANTENNA AMPLIFIERLNA

OVERHEAD POWEROHP

UNDRGRND POWERUGP

OVERHEAD TELCOOHT

UNDRGRND TELCOUGT

HEATING, VENTING AND

AIR CONDITIONING

1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS SET OF

DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSED ONLY, UNLESS

NOTED OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE

FURNISHING ALL MATERIALS, EQUIPMENT, LABOR AND ANY REQUIREMENTS DEEMED

NECESSARY TO COMPLETE INSTALLATION AS DESCRIBED IN THE DRAWINGS AND OWNER'S

PROJECT MANUAL.

2. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS AND STANDARDIZED DETAILS THAT

REQUIRE MODIFICATIONS DUE TO ACTUAL FIELD CONDITIONS AND REQUIREMENTS MUST BE

SUBMITTED TO AND APPROVED BY OWNERS REPRESENTATIVE PRIOR TO START OF WORK.

3. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO

FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT.

CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION/CONTRACT

DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE

ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS,

OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT/ENGINEER VERBALLY AND IN WRITING.

4. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH

CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE

CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS.

5. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE

CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL

CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, SAFETY, AND PROCEDURES

FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT.

6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO

MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE

LOCAL CODES OR ORDINANCES TAKE PRECEDENCE.

7. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT

ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES.

CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES,

REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY

COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE

PERFORMANCE OF THE WORK.

8. THE CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE, A FULL SET OF CONSTRUCTION

DOCUMENTS UPDATED WITH THE LATEST REVISIONS INVOLVED WITH THE PROJECT. THIS

SET IS A VALID CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS STAMPED IN RED INK "FOR

CONSTRUCTION" AND EACH SUCCESSIVE SHEET BEARS THE ARCHITECT'S/ENGINEER'S

SIGNED WET STAMP.

9. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK

DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, ETC. ACCORDING TO

APPLICABLE CODES, STANDARDS, AND GOOD CONSTRUCTION PRACTICES. THE

STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT TO BE

ALTERED BY THE CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE.

10. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING

CONSTRUCTION AND REPAIR ALL DAMAGES TO EQUAL OR BETTER NEW CONSTRUCTION. THE

CONTRACTOR SHALL NOTIFY THE PROJECT MANAGER OF ANY DAMAGE TO THE BUILDING

SITE OR ANY ADJACENT STRUCTURES AROUND THE PROJECT. THE OWNERS

REPRESENTATIVE SHALL BE SOLE AND FINAL JUDGE AS TO THE QUALITY OF THE REPAIRED

CONSTRUCTION. ANY ADDITIONAL MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE AT

THE CONTRACTOR'S EXPENSE.

12. WHERE NEW PAVING, CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION, THE

CONTRACTOR SHALL MATCH THE EXISTING PITCH, GRADE, AND ELEVATION SO THE ENTIRE

STRUCTURE SHALL HAVE A SMOOTH TRANSITION.

13. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS, WALL, CEILING, OR OTHER

CONSTRUCTION AS REQUIRED TO GAIN ACCESS TO AREAS FOR ALL MECHANICAL, PLUMBING,

ELECTRICAL, OR STRUCTURAL MODIFICATIONS. WHERE THE EXISTING CONSTRUCTION

DOORS, PARTITIONS, CEILING, ETC., ARE TO BE REMOVED, MODIFIED, OR REARRANGED OR

WHERE THE EXPOSED OR HIDDEN MECHANICAL, ELECTRICAL, SYSTEMS ARE ADDED OR

MODIFIED, THE GENERAL CONTRACTOR SHALL REPAIR, PATCH AND MATCH ALL EXISTING

CONSTRUCTION AND FINISHES OF ALL FLOORS WALLS AND CEILINGS. WHERE CONCRETE

MASONRY CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL TOOTH IN ALL NEW

CONSTRUCTION TO MATCH THE EXISTING BOND. WHERE CONCRETE CONSTRUCTION IS

MODIFIED, THE CONTRACTOR SHALL VERIFY THE EXACT DETAILS TO BE USED FOR

CONSTRUCTION. ALL WORK SHALL BE COVERED UNDER THE GENERAL CONTRACT.

14. IF CONTRACTOR OR SUBCONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL

APPROVED PLANS, THEN IT IS THE CONTRACTOR'S AND THE SUBCONTRACTOR'S

RESPONSIBILITY TO PROVIDE THE PROJECT MANAGER WITH 4 COPIES OF THE PROPOSED

CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE WORK. IN ADDITION THE

CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL

NECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED CHANGES

BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR AND SUBCONTRACTORS SHALL

BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM

BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK.

15. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS

THAN 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT

AREA DURING CONSTRUCTION.

16. THIS IS AN ESSENTIAL FACILITY THEREFORE SHALL STRICTLY MEET ALL APPLICABLE CODE

AND JURISDICTIONAL REQUIREMENTS.

1. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED

FROM THE SITE AND DISPOSED OF LEGALLY UNLESS OTHERWISE REQUIRED TO BE LEFT AS

DEFINED BY LAND/PROPERTY OWNER.

2. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE

EQUIPMENT, EQUIPMENT SHELTER, GENERATOR, FUEL TANK, TOWER AREAS, AND

ADJACENT BUILDINGS, ETC.

3. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN

MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT.

4. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE

PRIOR TO THE CRUSHED STONE APPLICATION. FABRIC USE AS REQUIRED.

5. ALL APPLICABLE LOCATES SHALL BE PERFORMED PRIOR TO TO ANY EXCAVATION OR SITE

GRADING. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES

WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE

REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS

DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR

WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. CONTRACTOR SHALL

PROVIDE SAFETY TRAINING FOR THE WORKING CREW.

6. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH

INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND SHALL BE

CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE

WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF ENGINEERING.

7. THE AREAS OF THE PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE

BUILDING, DRIVEWAY OR CRUSHED STONE, SHALL BE GRADED TO A UNIFORM SLOPE,

FERTILIZED, SEEDED, AND COVERED WITH MULCH AS SPECIFIED IN THE SPECIFICATION

LANDSCAPE WORK..

8. BEDDING MATERIAL FOR UTILITY LINES, CULVERTS AND PIPING: CLEAN SAND, MEDIUM TP

COARSE, SUB ROUNDED NATURAL RIVER OR BANK SAND, WASHED, FREE OF SILT OR CLAY,

LOAM, FRIABLE OR SOLUBLE MATERIALS, AND ORGANIC MATTER; GRADED IN

ACCORDANCE WITH THE FOLLOWING GRAIN SIZE DISTRIBUTION:

9. BMP'S FOR TEMPORARY EROSION/SEDIMENTATION CONTROL SHALL BE IMPLEMENTED PER

LOCAL, CITY OR COUNTY GUIDELINES AND PER PLAN IF APPLICABLE.

1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318 AND THE

SPECIFICATION CAST-IN-PLACE CONCRETE.

2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS

(UNO).

3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED

OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE

FABRIC UNLESS NOTED OTHERWISE. SPLICES CLASS "B" AND ALL HOOKS SHALL BE

STANDARD (UNO).

4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL

UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH - 3 IN.

CONCRETE EXPOSED TO EARTH OR WEATHER:

#6 AND LARGER ..........................2 IN.

#5 AND SMALLER & WWF ...........1-1/2 IN.

5. A 1/2" TROWELED RADIUS SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE (UNO).

HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAN

THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MFR RECOMMENDATION FOR

EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. AVOID CUTTING EXISTING REBAR

WHEN DRILLING HOLES IN THE ELEVATED SLAB.

6. INSTALLATION OF CONCRETE EXPANSION AND WEDGE ANCHOR, SHALL BE PER

MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES.

7. FLOAT SURFACE SHALL BE A SMOOTH FINISH. SURFACE SHALL BE FREE OF ALL OBVIOUS

DEPRESSIONS. SURFACE SHALL BE SLOPED AT 2% TO PROMOTE DRAINAGE AWAY FROM

EQUIPMENT.

17. THE CONTRACTOR SHALL PERFORM WORK DURING SITE/PROPERTY OWNER'S PREFERRED

HOURS TO AVOID DISTURBING NORMAL BUSINESS.

18. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L. LISTED OR FIRE MARSHAL

APPROVED MATERIALS AS APPLICABLE TO THIS FACILITY AND OR PROJECT SITE.

19. CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY LOCATES, SCHEDULING, COORDINATING

SPECIAL AND BUILDING DEPARTMENT INSPECTIONS.

21. ROUTING OF ALL CONDUITS, CABLES, CABLE TRAYS ETC ARE INDICATED AS PROPOSED

LOCATION ONLY. CONFIRM THE EXACT LOCATION AND ROUTING WITH THE ON SITE PROJECT

MANAGER PRIOR TO STARTING WORK.

AGL ABOVE GRADE LEVEL

GENERAL NOTES CONTINUED:

CONCRETE NOTES:

GENERAL NOTES:

SITE WORK NOTES:

60-90

0-45 0-25 0-2

0-2NO. 200 MESH

NO. 100 MESH

NO. 16 MESH

NO. 8 MESH

NO. 4 MESH

PERCENT PASSINGSIEVE SIZE

SYMBOLS LEGEND

ABBREVIATIONS LEGEND

GENERAL

NOTES

G-1

SHEET NUMBER:

SHEET TITLE:

C-4

REVISION

KEY NOTE DETAIL

REFERENCE ELEVATION

SECTION REFERENCE

ELEVATION DATUM POINT

A C-3

GA

GC

GALV

FT

FLR

FIN

EXT

DWG

E.W.

EQ

EA

E

DIAG

DIM

DN

DBL

CLR

CLG

BLK

B/S

BMR

BLDG

AWG

LB(S)

MAX

IN

INT

INFO

I.D.

HT

HR

GWB

LNA

SYMBOLS LEGEND

10. ALL SITE DESIGN AND CONSTRUCTION MUST COMPLY WITH INDUSTRY STANDARDS AND BE

ALIGNED WITH BMP GUIDELINES AS TECHNICALLY APPLICABLE. EACH SITE MUST BE PM

APPROVED BEFORE IT SHALL BE CONSIDERED COMPLETE AND ACCEPTED.

11. IF INADVERTENT DISCOVERIES OF NATIVE AMERICAN CULTURAL MATERIALS OR HUMAN

REMAINS ARE MADE DURING CONSTRUCTION, ALL WORK SHOULD CEASE AND POTENTIALLY

AFFECTED TRIBES, AS WELL AS THE STATE HISTORIC PRESERVATION OFFICE, SHOULD BE

NOTIFIED IMMEDIATELY.

1. ALL ANTENNAS, LINES AND RELATED INSTALLATION HARDWARE TO BE PROVIDED BY THE

LAND MOBILE COMMUNICATIONS PROVIDER.

2. ALL HARDWARE (NUTS AND BOLTS) BE TIGHTENED AND TORQUED IN ACCORDANCE WITH

THE TOWER MANUFACTURER'S AND STRUCTURAL ENGINEER'S SPECIFICATIONS.

3. VERIFICATION THAT THE TOWER/POLE CAN SUPPORT THE PROPOSED ANTENNA LOADING

IS TO BE DONE BY OTHERS.

4. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL INITIAL

AND FUTURE ANTENNAS. ANTENNA COAX CABLES ARE TO BE SUPPORTED AND

RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S REQUIREMENTS.

SITE WORK NOTES CONTINUED:

TOWER/POLE NOTES:

LICENSURE:

DRAWING INFORMATION:

THIS DRAWING IS COPYRIGHTED AND IS THE SOLE

PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY

FOR USE BY THE OWNER AND ITS AFFILIATES.

REPRODUCTION OR USE OF THIS DRAWING AND/OR

THE INFORMATION CONTAINED IN IT IS FORBIDDEN

WITHOUT THE WRITTEN PERMISSION OF THE OWNER.

PLANS PREPARED BY:

DATE RELEASE

07-19-24 SITE SKETCH

10-29-24 PRELIMINARY ZONING DRAWINGS

09-25-25

PRELIMINARY CONSTRUCTION DRAWINGS

10-13-25 FINAL CONSTRUCTION DRAWINGS

PROJECT INFORMATION:

12725 SW MILLIKAN WAY

SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing

Civil Engineers

Civil Engineers

MARION COUNTY

METCOM911

1060 MT HOOD AVE

WOODBURN, OR 97071

P PROPOSED

WATER

CENTERLINE

COAX

POWER/TELCO

TELCO

COAX COAX

EASEMENT

PROPERTY LINE

GAS

UNDERGROUND POWER

CEDAR FENCE

CHAINLINK FENCE

W W

OVERHEAD POWER

G G G G G G

OHP OHP OHP OHP OHP

LPG LPG LPG LPG

PROPANE

SUBJECT PROPERTY LINE

DESIGN LOADS:

CALL 1-800-332-2344 48 HOURS BEFORE YOU DIG. OREGON LAW REQUIRES YOU TO FOLLOW

OAR 952-001-0010 THRU 952-001-0090. COPIES ARE AVAILABLE AT THE OREGON UTILITY

NOTIFICATION CENTER 503-232-1987

ATTENTION (OREGON SITES ONLY):

ROOF SNOW LOAD DATA - GROUND SNOW LOAD: 66 PSF*

FLAT-ROOF SNOW LOAD: N/A

SNOW EXPOSURE FACTOR: N/A

SNOW LOAD IMPORTANCE FACTOR: N/A

THERMAL FACTOR: N/A

WIND DESIGN DATA - ULTIMATE DESIGN WIND SPEED: 107 MPH*

RISK CATEGORY: IV

WIND EXPOSURE: C*

INTERNAL PRESSURE COEFFICIENT: N/A

DESIGN WIND PRESSURES;

WIND LOAD HORIZONTAL (MWFRS):N/A

WIND LOAD (UPLIFT) (MWFRS): N/A

EARTHQUAKE DESIGN DATA - RISK CATEGORY: IV

SEISMIC IMPORTANCE FACTOR: N/A

MAPPED SPECTRAL RESPONSE ACCEL-

ERATION PARAMETERS;

SS 0.93*

S1 0.36*

SITE CLASS: D*

DESIGN SPECTRAL RESPONSE ACCEL-

ERATION PARAMETERS;

SDS 0.77*

SD1 0.52*

SEISMIC DESIGN CATEGORY: D

BASIC SEISMIC FORCE-RESISTING

SYSTEM- BEARING WALL

DESIGN BASE SHEAR: N/A

SEISMIC RESPONSE COEFFICIENT: N/A

RESPONSE MODIFICATION COEFFICIENT: N/A

ANALYSIS PROCEDURE USED: N/A

GEOTECHNICAL INFORMATION - ALLOWABLE BEARING CAPACITY: N/A

*INFORMATION OBTAINED FROM ASCE 7 HAZARD TOOL

GRADING & EROSION

CONTROL PLAN

ER-1

SHEET NUMBER:

SHEET TITLE:

LICENSURE:

DRAWING INFORMATION:

THIS DRAWING IS COPYRIGHTED AND IS THE SOLE

PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY

FOR USE BY THE OWNER AND ITS AFFILIATES.

REPRODUCTION OR USE OF THIS DRAWING AND/OR

THE INFORMATION CONTAINED IN IT IS FORBIDDEN

WITHOUT THE WRITTEN PERMISSION OF THE OWNER.

PLANS PREPARED BY:

DATE RELEASE

07-19-24 SITE SKETCH

10-29-24 PRELIMINARY ZONING DRAWINGS

09-25-25

PRELIMINARY CONSTRUCTION DRAWINGS

10-13-25 FINAL CONSTRUCTION DRAWINGS

PROJECT INFORMATION:

12725 SW MILLIKAN WAY

SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing

Civil Engineers

Civil Engineers

MARION COUNTY

METCOM911

1060 MT HOOD AVE

WOODBURN, OR 97071

11X17 SCALE: 1" = 12' 22X34 SCALE: 1" = 6' GRADING & EROSION CONTROL PLAN 1

EROSION CONTROL NOTES:

1. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS.

2. THE IMPLEMENTATION OF THESE ESC PLANS AND CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE LOCAL JURISDICTION, AND VEGETATION/LANDSCAPING IS ESTABLISHED. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE AFTER THE PROJECT IS APPROVED UNTIL THE LOTS ARE SOLD.

3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY MARKED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE MARKINGS SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF

CONSTRUCTION.

4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DOES

NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS.

5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS.

DURING CONSTRUCTION PERIODS, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DOES NOT LEAVE THE SITE.

6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY

TO ENSURE THEIR CONTINUED FUNCTIONING.

7. AT NO TIME SHALL SEDIMENT BE ALLOWED TO ACCUMULATE MORE THAN 1/3 THE BARRIER HEIGHT. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATIONS SHALL NOT

FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM.

8. STABILIZED GRAVEL ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS

ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT.

9. STORM DRAIN INLETS, BASINS, AND AREA DRAINS SHALL BE PROTECTED UNTIL PAVEMENT SURFACES ARE

COMPLETED AND/OR VEGETATION IS RE-ESTABLISHED.

10. PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSSIBLE.

11. SEEDING SHALL BE PERFORMED NO LATER THAN SEPTEMBER 1 FOR EACH PHASE OF CONSTRUCTION.

12. IF THERE ARE EXPOSED SOILS OR SOILS NOT FULLY ESTABLISHED FROM OCTOBER 1ST THROUGH APRIL 30TH, THE

WET WEATHER EROSION PREVENTION MEASURES WILL BE IN EFFECT. SEE THE EROSION PREVENTION AND

SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (CHAPTER 4) FOR REQUIREMENTS.

13. NO EXPOSED, BARE SOILS SHALL REMAIN UNSTABILIZED FOR MORE THAN TWO DAYS DURING THE PERIOD OCTOBER 1 THROUGH APRIL 30 OR FOR MORE THAN SEVEN DAYS DURING THE PERIOD OF MAY 1 THROUGH SEPTEMBER 30.

ALL DISTURBED SOIL SURFACES SHALL BE STABILIZED BY A SUITABLE APPLICATION OF "BEST MANAGEMENT

PRACTICES".

14. WHERE FEASIBLE, NO MORE THAN 500 FEET OF TRENCH SHALL BE OPEN AT ONE TIME. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHIL SIDE OF TRENCHES PROVIDED IT DOES NOT CONFLICT WITH SAFETY

REQUIREMENTS.

15. THE DEVELOPER SHALL REMOVE ESC MEASURES WHEN VEGETATION IS FULLY ESTABLISHED.

4 GENERAL NOTES SCALE: NTS

2SCALE: NTS

3SCALE: NTS CUT/ FILL QUANTITIES

UNADJUSTED CUT/ FILL QUANTITIES

STRIPPING ORGANICS FOR COMPOUND;

CUT = 0 CU. YD.

STRIPPING FOR ACCESS ROAD AND PARKING;

CUT = 0 CU. YD.

PROPOSED COMPOUND AREA;

CUT = 0 CU. YD.

FILL = 0 CU. YD.

PROPOSED ACCESS ROAD AND PARKING;

CUT = 0 CU. YD.

FILL = 0 CU. YD.

PROPOSED TOWER FOUNDATION;

EXCAVATION = EXISTING

APPROX. TOTAL AREA OF DISTURBANCE OF PROPOSED GRADING = EXISTING

NOT USED

±49 LF OF (P) SILT FENCE

SEE SHEET ER-2 FOR DETAIL

EXISTING GRADE

PROPOSED GRADE

TEMPORARY SILT FENCE

CONSTRUCTION ENTRANCE

FLOW DIRECTION

GROUND ELEVATION

LEGEND

250'

GRADING & EROSION

CONTROL DETAILS

ER-2

SHEET NUMBER:

SHEET TITLE:

LICENSURE:

DRAWING INFORMATION:

THIS DRAWING IS COPYRIGHTED AND IS THE SOLE

PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY

FOR USE BY THE OWNER AND ITS AFFILIATES.

REPRODUCTION OR USE OF THIS DRAWING AND/OR

THE INFORMATION CONTAINED IN IT IS FORBIDDEN

WITHOUT THE WRITTEN PERMISSION OF THE OWNER.

PLANS PREPARED BY:

DATE RELEASE

07-19-24 SITE SKETCH

10-29-24 PRELIMINARY ZONING DRAWINGS

09-25-25

PRELIMINARY CONSTRUCTION DRAWINGS

10-13-25 FINAL CONSTRUCTION DRAWINGS

PROJECT INFORMATION:

12725 SW MILLIKAN WAY

SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing

Civil Engineers

Civil Engineers

MARION COUNTY

METCOM911

1060 MT HOOD AVE

WOODBURN, OR 97071

SEDIMENT FENCE NOTES:

1. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6'

APART AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24”.

2. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6” OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST, OR OVERLAP 2” X 2” POSTS AND ATTACH AS SHOWN ON DETAIL SHEET 4-3A OF THE EROSION CONTROL MANUAL.

3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6”. ALL EXCAVATED MATERIAL FROM FILTER FABRIC INSTALLATION SHALL BE

BACKFILLED AND COMPACTED ALONG THE ENTIRE DISTURBED AREA.

4. STANDARD OR HEAVY-DUTY FILTER FABRIC FENCES SHALL HAVE MANUFACTURED STITCHED LOOPS FOR 2” X 2” POST INSTALLATION. STITCHED LOOPS

SHALL BE INSTALLED ON THE UP HILLSIDE OF THE SLOPED AREA.

5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN

PERMANENTLY PROTECTED AND STABILIZED.

6. FILTER FABRIC FENCES SHALL BE INSPECTED BY APPLICANT/CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING

PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.

3SCALE: NTS

2SCALE: NTS

4SCALE: NTS

1SCALE: NTS

TOE OF

SLOPE

PL

PL

H/5 BUT 2' MINIMUM

AND NEED NOT EXCEED

20' MAXIMUM

TOE OF

SLOPE

H/5 BUT 2'

MINIMUM

AND NEED

NOT

EXCEED 10'

MAXIMUM

NATURAL OR

FINISH GRADE

INTERCEPTOR DRAIN

(IF REQUIRED)

H

NATURAL OR

FINISH GRADE

CUT OR

FILL SLOPE

GRAVEL CONSTRUCTION ENTRANCE TEMPORARY SEDIMENT FENCE

PLASTIC SHEETING SETBACKS AND DRAINAGE DIMENSIONS

© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS

OVERALL

SITE PLAN

C-1

SHEET NUMBER:

SHEET TITLE:

LICENSURE:

DRAWING INFORMATION:

THIS DRAWING IS COPYRIGHTED AND IS THE SOLE

PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY

FOR USE BY THE OWNER AND ITS AFFILIATES.

REPRODUCTION OR USE OF THIS DRAWING AND/OR

THE INFORMATION CONTAINED IN IT IS FORBIDDEN

WITHOUT THE WRITTEN PERMISSION OF THE OWNER.

PLANS PREPARED BY:

DATE RELEASE

07-19-24 SITE SKETCH

10-29-24 PRELIMINARY ZONING DRAWINGS

09-25-25

PRELIMINARY CONSTRUCTION DRAWINGS

10-13-25 FINAL CONSTRUCTION DRAWINGS

PROJECT INFORMATION:

12725 SW MILLIKAN WAY

SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing

Civil Engineers

Civil Engineers

MARION COUNTY

METCOM911

1060 MT HOOD AVE

WOODBURN, OR 97071

22X34 SCALE: 1" = 50' OVERALL SITE PLAN 111X17 SCALE: 1" = 100'

TAXLOT #: 051W08CB04800

ZONING: P/SP

TAXLOT #: 051W08BC00601

ZONING: P/SP

TAXLOT #: 051W08CB04901

ZONING: IL

TAXLOT #: 051W08CB04700

ZONING: P/SP

ZONING: RM

TAXLOT #: 051W08CB04500

ZONING: RM

N

F

R

O

N

T

S

T

M O

U N

T H

O O

D A

V E

NOTE:

THIS IS NOT A SURVEY; ALL EXISTING

INFORMATION IS PROVIDED BY GIS &

SIDE WALK NOTES.

PROPOSED PROJECT AREA

SEE SHEET C-2 FOR DETAILS

11X17 SCALE: 1" = 28' 22X34 SCALE: 1" = 14' ENLARGED SITE PLAN 1

ENLARGED

SITE PLAN

C-2

SHEET NUMBER:

SHEET TITLE:

LICENSURE:

DRAWING INFORMATION:

THIS DRAWING IS COPYRIGHTED AND IS THE SOLE

PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY

FOR USE BY THE OWNER AND ITS AFFILIATES.

REPRODUCTION OR USE OF THIS DRAWING AND/OR

THE INFORMATION CONTAINED IN IT IS FORBIDDEN

WITHOUT THE WRITTEN PERMISSION OF THE OWNER.

PLANS PREPARED BY:

DATE RELEASE

07-19-24 SITE SKETCH

10-29-24 PRELIMINARY ZONING DRAWINGS

09-25-25

PRELIMINARY CONSTRUCTION DRAWINGS

10-13-25 FINAL CONSTRUCTION DRAWINGS

PROJECT INFORMATION:

12725 SW MILLIKAN WAY

SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing

Civil Engineers

Civil Engineers

MARION COUNTY

METCOM911

1060 MT HOOD AVE

WOODBURN, OR 97071

1,2 C-3

(EX) 150'-0" MONOPOLE TOWER;

SEE SHEET C-3 FOR ELEVATIONS

(EX) ICE BRIDGE TO REMAIN

(EX) BUILDING

(EX) EQUIPMENT INSIDE

ELECTRICAL/DATA ROOM

BY OTHERS, TYP

(EX) ELECTRICAL/DATA ROOM

(EX) TREE TO

BE REMOVED

(P) 10'x12' EQUIPMENT SHELTER;

SEE SHEET SH-1 THRU SH-4 FOR DETAIL

(EX) TREE TO BE REMOVED

(EX) TREE, TYP

(P) ±33.5 LF ICE BRIDGE;

SEE SHEET C-4 FOR DETAIL

NOTES:

1. TOWER INFO SHOWN FOR CONCEPTUAL USE ONLY.

SEE TOWER STRUCTURAL DESIGN BY OTHERS.

2. THIS IS NOT A SURVEY ALL EXISTING INFORMATION IS

PROVIDED BY GIS, SURVEY & SITE WALK NOTES.

3. PROPOSED AND EXISTING ANTENNAS NOT SHOWN

FOR CLARITY.

8'

'-6

(P) SHELTER FOUNDATION;

SEE SHEET C-6 FOR DETAIL

(P) DAIKIN SPLIT HVAC TO BE PROVIDED

BY CONTRACTOR, TYP OF (2);

SEE SHEET C-5 FOR DETAIL

ELECTRICAL SERVICE TBD

COAX

LICENSURE:

DRAWING INFORMATION:

THIS DRAWING IS COPYRIGHTED AND IS THE SOLE

PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY

FOR USE BY THE OWNER AND ITS AFFILIATES.

REPRODUCTION OR USE OF THIS DRAWING AND/OR

THE INFORMATION CONTAINED IN IT IS FORBIDDEN

WITHOUT THE WRITTEN PERMISSION OF THE OWNER.

PLANS PREPARED BY:

DATE RELEASE

07-19-24 SITE SKETCH

10-29-24 PRELIMINARY ZONING DRAWINGS

09-25-25

PRELIMINARY CONSTRUCTION DRAWINGS

10-13-25 FINAL CONSTRUCTION DRAWINGS

PROJECT INFORMATION:

12725 SW MILLIKAN WAY

SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing

Civil Engineers

Civil Engineers

MARION COUNTY

METCOM911

1060 MT HOOD AVE

WOODBURN, OR 97071

11X17 SCALE: 1" = 20' 22X34 SCALE: 1" = 10'EXISTING WEST ELEVATION 1 11X17 SCALE: 1" = 20'PROPOSED WEST ELEVATION 222X34 SCALE: 1" = 10'

ELEVATIONS

C-3

SHEET NUMBER:

SHEET TITLE:

(EX) TOWER TOP ±150.0' AGL

(BY OTHERS)

GROUND LEVEL (GL) GROUND LEVEL (GL)

(EX) 150'-0" MONOPOLE TOWER

TO REMAIN

(EX) BUILDING TO REMAIN

(EX) 150'-0" MONOPOLE TOWER

(EX) BUILDING

(EX) ANTENNA BY OTHERS, TYP

(EX) ANTENNA BY OTHERS, TYP

(EX) TOWER TOP ±150.0' AGL

(BY OTHERS)

(P) 4'Ø MICROWAVE ANTENNA;

COMMSCOPE - VHLPX4-11W

AZIMUTH = 160.63°

(TO EASTVIEW LANE)

(P) 4'Ø MICROWAVE ANTENNA;

COMMSCOPE - VHLPX4-11W

AZIMUTH = 347.31°

(TO PARRETT MOUNTAIN)

(P) ANTENNA CL ±135.0' AGL

(P) ANTENNA CL ±114.0' AGL

(P) ICE BRIDGE (P) EQUIPMENT SHELTER

NOTES:

1. TOWER INFO SHOWN FOR CONCEPTUAL USE ONLY. SEE

TOWER STRUCTURAL REPORT FOR DETAIL.

2. LOADING INFORMATION PROVIDED BY TAIT COMMUNICATIONS.

(P) COAX CABLE

COMPOUND

DETAILS

C-4

SHEET NUMBER:

SHEET TITLE:

LICENSURE:

DRAWING INFORMATION:

THIS DRAWING IS COPYRIGHTED AND IS THE SOLE

PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY

FOR USE BY THE OWNER AND ITS AFFILIATES.

REPRODUCTION OR USE OF THIS DRAWING AND/OR

THE INFORMATION CONTAINED IN IT IS FORBIDDEN

WITHOUT THE WRITTEN PERMISSION OF THE OWNER.

PLANS PREPARED BY:

DATE RELEASE

07-19-24 SITE SKETCH

10-29-24 PRELIMINARY ZONING DRAWINGS

09-25-25

PRELIMINARY CONSTRUCTION DRAWINGS

10-13-25 FINAL CONSTRUCTION DRAWINGS

PROJECT INFORMATION:

12725 SW MILLIKAN WAY

SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing

Civil Engineers

Civil Engineers

MARION COUNTY

METCOM911

1060 MT HOOD AVE

WOODBURN, OR 97071

SCALE: NTS

1SCALE: NTS

STOOP SECTION DETAIL

3SCALE: NTS

ICE BRIDGE DETAIL 4SCALE: NTS

SIGN DETAILS POWER LINE TRENCH

SIGN NOTES:

1. SIGN MATERIAL: 18GA

ALUMINUM

2. LETTERING COLOR =

BLACK / WHITE

3. BACKGROUND COLOR =

WHITE / BLUE

7"

SIGN NOTES:

1. SIGN MATERIAL: 18GA

ALUMINUM

2. LETTERING COLOR =

BLACK

3. BACKGROUND COLOR =

WHITE / RED

12"

SIGN NOTES:

1. SIGN MATERIAL: 18GA

ALUMINUM

2. LETTERING COLOR =

BLACK

3. BACKGROUND COLOR =

YELLOW

36" OC MAX

10'-0" OC MAX

FIELD VERIFY

12"

2"CLR.

2'-0"

CLR MIN.

COAX BRIDGE: 14 GA.

GALV. GRIPSTRUT 24"

WIDTH, 2" PLANK 14 GA.

SUPPORT COLUMN: 4"Ø

O.D. GALV. SCHED. 40

POST @ 10'-0" O.C. MAX

CROWN TO DRAIN; TYP.

FOOTING

MUST BE 6"

BELOW

FROST LINE,

TYP.

SIDE ELEVATIONFRONT ELEVATION

NOTE: GROUND COAX BRIDGE PER THE REQUIREMENTS

OF THE NEC STANDARDS - SEE DETAIL 1/E-2

COAX SUPPORT BLOCKS

AT 3'-0" MAX O.C.

EDGE OF

SHELTER

20" UNISTRUT W/ NUT

AND WASHER EACH

SIDE/ EACH LEVEL AS

REQUIRED

12"Ø X 48" DEEP CONC.

FOOTING; TYPICAL

COAX BRIDGE-(2) 24" WIDE

SAFETY GRATED WAVE

GUIDE BRIDGE CHANNEL,

OR APPROVED EQUAL

DUAL POST 24" ICE

BRIDGE KIT SITE PRO1

PART# 4B24D OR

APPROVED EQUAL

8"

2-1/2"

1-1/2"

8" x 8" x 1/2" PLATE

SUPPORT PIPE

1/2"Ø HILTI-KWIK-BOLT-TZ

SS EXPANSION ANCHOR

MIN 2" EMBED (TYP. OF 4)

5/16 TYP

8" x 8" x 1/2" PLATE

CONC. SLAB (IF

REQUIRED)

B

ICE-BRIDGE

SUPPORT POST

SECTION B

BASE PLATE - OPTIONAL

PIPE TO CONC

ATTACHMENT

7"

MARION COUNTY

1/4" PER FOOT SLOPE

(BROOM FINISH)

6" CONCRETE SLAB

(2,500 PSI) W/

#4 BARS @ 12" O.C.

EACH WAY 3" CLR

SHELTER DOOR &

FLOOR BY OTHERS

4'x4' CONCRETE

STOOP

CRUSHED AGGREGATE

EXISTING GROUND

SHELTER FOUNDATION BY OTHERS

3"

6"

MIN

3"

FINISH GRADE

3/4" CHAMFER

ON EDGES

6" STEP

" E

LE

CT

RI

CA

L P

RI

MA

RY

" E

LE

CT

RI

CA

L S

EC

ON

DA

RY

2'- 6"

T O

3'- 6"

±4

±4

12" MIN

CLEAR

24"±

WARNING TAPE

FINISH GRADE

UNEXCAVATED EARTH

COMPACTED FILL

(85% IN LANDSCAPED AREAS,

95% IN PAVED AREAS)

ELECTRICAL CONDUIT(S); 3"Ø

MIN, SCHEDULE 40 PVC, OR

AS SHOWN ON PLAN

COMPACTED SANDNOTES:

1. EXCAVATE TO REQUIRED DEPTH.

2. VERIFY ALL TRENCHING REQUIREMENTS PER LOCAL UTILITIES.

3. CONTRACTOR TO PROVIDE (1) 300 POUND NYLON PULL CORD

AND CONDUCTORS AS REQUIRED PER CONDUIT.

CONTRACTOR TO VERIFY WITH

MARION COUNTY PM IF SPARE

CONDUIT TO BE PLACED IN

TRENCH FOR FUTURE

HVAC DETAILS

C-5

SHEET NUMBER:

SHEET TITLE:

LICENSURE:

DRAWING INFORMATION:

THIS DRAWING IS COPYRIGHTED AND IS THE SOLE

PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY

FOR USE BY THE OWNER AND ITS AFFILIATES.

REPRODUCTION OR USE OF THIS DRAWING AND/OR

THE INFORMATION CONTAINED IN IT IS FORBIDDEN

WITHOUT THE WRITTEN PERMISSION OF THE OWNER.

PLANS PREPARED BY:

DATE RELEASE

07-19-24 SITE SKETCH

10-29-24 PRELIMINARY ZONING DRAWINGS

09-25-25

PRELIMINARY CONSTRUCTION DRAWINGS

10-13-25 FINAL CONSTRUCTION DRAWINGS

PROJECT INFORMATION:

12725 SW MILLIKAN WAY

SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing

Civil Engineers

Civil Engineers

MARION COUNTY

METCOM911

1060 MT HOOD AVE

WOODBURN, OR 97071

DAIKIN HEAT PUMP - FTX36NVJU / RX36NMVJUA 2SCALE: NTS CONDENSING UNIT WALL MOUNT1SCALE: NTS

EQUIPMENT

SHELTER

FOUNDATION PLAN

C-6

SHEET NUMBER:

SHEET TITLE:

LICENSURE:

DRAWING INFORMATION:

THIS DRAWING IS COPYRIGHTED AND IS THE SOLE

PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY

FOR USE BY THE OWNER AND ITS AFFILIATES.

REPRODUCTION OR USE OF THIS DRAWING AND/OR

THE INFORMATION CONTAINED IN IT IS FORBIDDEN

WITHOUT THE WRITTEN PERMISSION OF THE OWNER.

PLANS PREPARED BY:

DATE RELEASE

07-19-24 SITE SKETCH

10-29-24 PRELIMINARY ZONING DRAWINGS

09-25-25

PRELIMINARY CONSTRUCTION DRAWINGS

10-13-25 FINAL CONSTRUCTION DRAWINGS

PROJECT INFORMATION:

12725 SW MILLIKAN WAY

SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing

Civil Engineers

Civil Engineers

MARION COUNTY

METCOM911

1060 MT HOOD AVE

WOODBURN, OR 97071

1SCALE: NTS EQUIPMENT SHELTER FOUNDATION PLAN

(2) #5 CONT. @

MID HT. OF FTG.

#5 @ 12" O.C., EA. TYP.

SEC

A

22"

TROWELED FINISH

#5 @ 12" EW

(BOTH DIRECTIONS)

#5 BARS @

5" O.C. @ TOP

& BOTT., (TYP)

2'-0"

(SEE NOTE 9)

3/4" MINUS CRUSHED

ROCK (COMPACTED 95%)

(SEE NOTE 8)

±6

GEOTEXTILE FABRIC

(SEE NOTE 8)

1"

CHAMFER

STRUCTURAL FILL UNDER SHELTER

SLAB AND UNDER GRADE BEAMS

(SEE NOTE 5 AND NOTE 10)

6"

1/2" PREFORMED JOINT FILLER & SEALER, TYP

2-3/8"

CLR

3" CLR

(TYP)

8" CLR

(TYP)

2-3/8"

CLR

#3 TIES @

12" O.C. (TYP)

3/4" MINUS CRUSHED

ROCK (COMPACTED 95%)

(SEE NOTE 8)

5"

PROPOSED VAPOR BARIER

(SEE NOTE 7)

NOTES:

1. ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS SHALL BE 3000 PSI, UNLESS

OTHERWISE SPECIFIED.

2. REINFORCING BARS SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 "DEFORMED

AND PLAIN BILLET STEEL BARS FOR CONCRETE REINFORCEMENT," LATEST EDITION, GRADE

60.

3. LAP LENGTH FOR SPLICES SHALL NOT BE LESS THAN CLASS B SPLICE, UNLESS OTHERWISE

SPECIFIED. WELDING OF REINFORCEMENT WILL NOT BE PERMITTED.

4. CONTRACTOR MAY USE EARTH FORMS FOR UNEXPOSED CONCRETE WHERE SOIL IS FIRM

AND STABLE. EARTH FORMS SHALL BE TRENCHED NEATLY AND ACCURATELY. SIDES OF

FOUNDATIONS, WHERE EARTH SLOUGHS, SHALL BE FORMED. EARTH FORMS SHALL BE

TAMPED FIRM, AND CLEANED OF ALL DEBRIS AND LOOSE MATERIAL, BEFORE DEPOSITING

CONCRETE.

5. STRUCTURAL FILL USED FOR SITE GRADING SHALL BE FREE FROM TOP SOIL, ORGANIC

CONTAMINATED SOIL, AND ROCK FRAGMENTS HAVING A MAXIMUM DIMENSION GREATER

THAN 3 INCHES. MATERIAL SHALL BE CLEAN AND SHALL BE SUBJECT TO THE FOLLOWING

RESTRICTIONS.

SILT CLAYS OR SANDY CLAY

PLASTICITY INDEX 10 TO 24

LIQUID LIMIT <45

CLAYEY SANDS OR SLIGHTLY CLAYEY SILTY SANDS

PLASTICITY INDEX 3 TO 15

LIQUID LIMIT <35

6. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE 3 INCHES FOR CONCRETE

CAST AGAINST AND PERMANENTLY EXPOSED EARTH AND 1-1/2 INCHES FOR TOP BARS ON

SIDEWALK AND SHELTER FOUNDATIONS.

7. VAPOR BARRIER SHALL BE VAPORBLOCK 10, OR APPROVED EQUAL.

8. CRUSHED ROCK AND GEOTEXTILE FABRIC IN THE COMPOUND AREA SHALL MEET THE

REQUIREMENTS OF DETAIL 3 ON DWG C-5 AND ALL APPLICABLE GRADING NOTES.

9. IN INSTANCES WHERE ROCK IS ENCOUNTERED AT LESS THAN 2'-0", CONCRETE MAY BEAR

ON THE ROCK.

10. PAINT SHEAR PLATES WITH COLD GALV.

SECTION A

FOUNDATION PLAN

UFER GROUND, SEE

ELECTRICAL SHEETS

FINISH GRADE

CONCRETE SLAB

14'

1'

(TYP)

10'x12' EQUIPMENT SHELTER

SHELTER FOUNDATION

SHELTER TIE-DOWN, TYP

PER STANDARD TIE-DOWN DETAIL THIS SHEET

SAW CUT CONTROL JOINTS

1/8" WIDE AND 1 1/4" DEEP,

JUST AFTER SET FIRM

USING EARLY ENTRY SAW

12"

STANDARD TIE-DOWN DETAIL

NOTES:

1. TIEDOWN HARDWARE:

1.1. CLAMP PLATE, 3/8"x3"x4" GALV. STEEL

1.2. 1/2" BEVEL WASHER

1.3. ANCHOR BOLT- 1/2-10x12" HEX HEAD

1.4. 1/2"-10 HEAVY HEX NUT BY OTHERS.

±9"

SITE GROUNDING

PLAN & DETAILS

E-1

SHEET NUMBER:

SHEET TITLE:

LICENSURE:

DRAWING INFORMATION:

THIS DRAWING IS COPYRIGHTED AND IS THE SOLE

PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY

FOR USE BY THE OWNER AND ITS AFFILIATES.

REPRODUCTION OR USE OF THIS DRAWING AND/OR

THE INFORMATION CONTAINED IN IT IS FORBIDDEN

WITHOUT THE WRITTEN PERMISSION OF THE OWNER.

PLANS PREPARED BY:

DATE RELEASE

07-19-24 SITE SKETCH

10-29-24

PRELIMINARY ZONING DRAWINGS

09-25-25 PRELIMINARY CONSTRUCTION DRAWINGS

10-13-25 FINAL CONSTRUCTION DRAWINGS

PROJECT INFORMATION:

12725 SW MILLIKAN WAY

SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing

Civil Engineers

Civil Engineers

MARION COUNTY

METCOM911

1060 MT HOOD AVE

WOODBURN, OR 97071

11X17 SCALE: 1" = 8' 22X34 SCALE: 1" = 4' SITE COMPOUND GROUNDING PLAN 1

SCALE: NTS 3 SCALE: NTS 2 TERRADYNE ELECTROLYTIC GROUND ELECTRODE

GENERAL NOTES:

1. ALL INSTALLATIONS ARE TO BE FIELD VERIFIED.

2. GROUND CONDUCTORS ARE TO BE BURIED AT A MINIMUM 30" BELOW

GRADE OR 6" BELOW FREEZE LINE, WHICHEVER IS GREATER.

3. ALL BELOW GRADE GROUNDING CONDUCTORS ARE TO BE ENCOMPASSED

IN A 2" X 4" BED OF SOIL ENHANCEMENT MATERIAL.

4. BONDS TO FENCE POSTS ARE TO BE MADE AT 12" ABOVE GRADE WHERE

APPLICABLE.

5. NO CONDUCTOR SHALL HAVE A BEND IN RADIUS OF LESS THAN 12" AND

SHALL NOT EXCEED 90 DEGREES.

6. TERRADYNE ELECTROLYTIC GROUND ELECTRODES ARE NOT TO SHARE

THE SAME TRENCH AS GROUNDING CONDUCTOR, NOR RUN IN A PARALLEL

PATH TO THE CONDUCTOR.

7. ALL GROUND SYSTEMS ARE TO BE MADE COMMON.

8. ALL BONDS ARE TO BE COATED WITH ANTI-OXIDATION COMPOUND.

9. WHERE STANDARD GROUND ELECTRODES ARE UNABLE TO BE DRIVEN, 12"

X 12" X 1/8" COPPER GROUND PLATES SHALL BE INSTALLED 30" BELOW

FINISHED GRADE & ENCOMPASSED IN 50LBS OF TERRAFILL SOIL

ENHANCEMENT MATERIAL.

LEGEND:

TERRADYNE TG-100L-H36-2T-36-4F-P SERIES

ELECTRODE W/ INSPECTION WELL

EXOTHERMIC WELD

MECHANICAL CONNECTION

5/8" X 10' COPPER CLAD GROUND ELECTRODE

5/8" X 10' COPPER CLAD GROUND ELECTRODE

WITH INSPECTION SLEEVE

#2 TINNED SOLID COPPER CONDUCTOR

SOIL ENHANCEMENT DETAIL

POLYMER TEST WELL

4"

M

I N

#2 TINNED BARE

COPPER

CONDUCTOR

TERRAFILL SOIL

ENHANCEMENT

MATERIAL

TERRAFILL SOIL

ENHANCEMENT MATERIAL

(DISTRIBUTED EQUALLY)

EXOTHERMIC WELD (AT FACTORY)

#2 TINNED BARE COPPER

CONDUCTOR (AT FACTORY)

36" VERTICAL RISER

EXOTHERMIC WELD TO GROUND RING

20' HORIZONTAL ELECTRODE SHFT

VENTILATION PORT

(NOTE: PORT SHALL NOT BE

COVERED IN EARTH)

(P) PROPOSED BOND TO ANTENNA AND

TOWER EQUIPMENT PER MANUF'S

REQUIREMENTS AND INDUSTRY STANDARDS

ASSUMED BUILDING GROUNDING

TIE SHELTER GROUND RING AND

ASSUMED BUILDING GROUNDING

TOGETHER IN 2 PLACES

(P) BOND TO SHELTER EQUIPMENT (HVAC,

ELECTRIC SERVICE) TYP - PER MANUF'S

REQUIREMENTS AND NEC STANDARDS

TIE SHELTER GROUND RING AND TOWER

GROUND RING TOGETHER IN 2 PLACES

(P) SHELTER GROUND RING

(P) 5/8" X 10' COPPER CLAD GROUND

ELECTRODE TYP - 20' MAX SPACING

(P) 5/8" X 10' COPPER CLAD GROUND

ELECTRODE WITH INSPECTION SLEEVE TYP

ASSUMED TOWER GROUND RING

(P) BOND TO WAVEGUIDE BRIDGE

SUPPORT - PER MANUF'S

REQUIREMENTS AND NEC STANDARDS

TGB

MGB

SHELTER HALO

EGB(P) #2 TINNED SOLID BARE COPPER CONDUCTOR

BURIED AT 30" BELOW FINSIHED GRADE -

ENCOMPASSED IN A 4" X 2" BED OF TERRAFILL SOIL

ENHANCEMENT MATERIAL - TYP. (REF: DETAIL 2)

ONLY FOR

REFERENCE

GROUNDING

DETAILS I

E-2

SHEET NUMBER:

SHEET TITLE:

LICENSURE:

DRAWING INFORMATION:

THIS DRAWING IS COPYRIGHTED AND IS THE SOLE

PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY

FOR USE BY THE OWNER AND ITS AFFILIATES.

REPRODUCTION OR USE OF THIS DRAWING AND/OR

THE INFORMATION CONTAINED IN IT IS FORBIDDEN

WITHOUT THE WRITTEN PERMISSION OF THE OWNER.

PLANS PREPARED BY:

DATE RELEASE

07-19-24 SITE SKETCH

10-29-24

PRELIMINARY ZONING DRAWINGS

09-25-25 PRELIMINARY CONSTRUCTION DRAWINGS

10-13-25 FINAL CONSTRUCTION DRAWINGS

PROJECT INFORMATION:

12725 SW MILLIKAN WAY

SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing

Civil Engineers

Civil Engineers

MARION COUNTY

METCOM911

1060 MT HOOD AVE

WOODBURN, OR 97071

GROUND TO TOWER

GROUND AND WEATHER

PROOFING KITS, INSTALL

BELOW ANTENNAS, (TYP.)

GROUND TAIL,

(TYP.) GROUNDED

UNISTRUT OR

TRAPEZE

NOTE: WEATHER PROOF ALL FEED LINE CONNECTIONS

AND GROUNDS PER NEC STANDARDS AND PER

ATTACHED WEATHER PROOFING DRAWING

NOTE: NOT GC

RX

MULTICOUPLER

* CONTRACTOR TO PROVIDE STUB UP (TYP.)

GENERAL NOTES

ALL ANTENNAS, LINES AND RELATED

INSTALLATION HARDWARE TO BE

PROVIDED BY THE LAND MOBILE

COMMUNICATIONS PROVIDER.

25MM SQ. CSA (#4 AWG) OR

COARSER BARE COPPER

CONDUCTOR OR STEEL

REINFORCING BAR OR ROD,

NOT LESS THAN 0.5" Ø AND AT

LEAST 20' LONG

GROUNDING

ELECTRODE

CONDUCTOR

CONNECTION

LISTED FOR

THE PURPOSE

FOUNDATION

IN DIRECT

CONTACT

WITH EARTH

±2" MIN.

NOTE: FOR REFERENCE ONLY

NONMETALLIC

PROTECTIVE

SLEEVE

NEW

GROUND

RING

BOND

EQUIPMENT

TO NEW

GROUND RING

AND UFER

FOR ALL NEW

CONCRETE

PADS

COAX CABLE GROUNDING

KITS

ANTENNA MOUNT GROUND

NOTE:

1. DO NOT BOND AIR TERMINAL OR

LIGHTNING ROD TO AGB

2. AGB GROUND BAR TO BE PLATED.

AGB TO BE BONDED DIRECTLY TO

TOWER.

HARGER 1/4"X4"X20" TIN PLATED

GROUNDING BAR #TGBIA14412M OR

SIMILAR PER NEC AGB GROUNDING

6SCALE: NTS GROUND BAR DETAILS STANDARD RX GROUNDING SCHEMATICS

3SCALE: NTS

FEED LINE CABLE GROUNDING

NOTES

1. TYP. FOR ALL GROUND WIRES FOR

ELECT. AND OTHER EQUIPMENT.

2. THE ENTIRE LUG AND AREA TO BE

SPRAYED WITH CLEAR LACQUER OR

COLD GALVANIZING SPRAY.

3. GROUND LEADS TO BE EXOTHERMIC

WELDED TO GROUND RING.

4. AGB IS BONDED TO TOWER.

MGB (AT BASE OF TOWER AND EQUIPMENT)

= EXOTHERMIC

AGB (AT ANTENNAS)

TYPE GR

TYPE GT

TYPE VV

TYPE GY

TYPE VS

TYPE TA

TYPE VN

TYPE GL

TYPE VB

TYPE PT

TYPE NC

TYPE SS

5/8" X 10' COPPER CLAD STEEL GROUND ROD, TO

BE PLACED ON CENTER 10' ALONG CONDUCTOR

EXOTHERMIC TYPE "GT"4

MAIN CONDUCTOR, COPPER CABLE

EXOTHERMIC TYPE "NC"

NOTE: BENDS SHOWN ON GROUND TAILS AND GROUND CONNECTION WIRES ARE FOR

ILLUSTRATION PURPOSES ONLY. AVOID EXCESSIVE BENDS. WIRES TO BE AS

STRAIGHT AS POSSIBLE; INSTALL DIRECT FROM EQUIPMENT TO GROUND POINT.

ALL GROUNDING DESIGN, SPECIFICATIONS, AND CONSTRUCTION METHODS

SHALL COMPLY WITH THE MOTOROLA R56 "STANDARDS AND GUIDELINES FOR

COMMUNICATION SITES".

EXOTHERMIC CONNECTION

MECHANICAL CONNECTION

2SCALE: NTS

TYPICAL EXOTHERMIC CONNECTION DETAILS

NOTE: ALL GROUNDING

DESIGN, SPECIFICATIONS,

AND CONSTRUCTION

METHODS SHALL COMPLY

WITH THE MOTOROLA R56

"STANDARDS AND GUIDELINES

FOR COMMUNICATION SITES".

FIGURE 6FIGURE 5FIGURE 4FIGURE 3FIGURE 2FIGURE 1

2"

BUSS BAR OR FLAT SURFACE

OF EQUIP. / WIREWAY

REMOVE PAINT (IF

PRESENT) AND APPLY

ANTIOXIDANT COMPOUND

3/8" S.S LOCKWASHER

(TYP.)

3/8" S.S. HEXNUT 3/8" X 1" S.S

HEXBOLT

HARGER TIN PLATED GROUNDING BAR #TGBIA14412M

(OR EQUAL) WITH HOLE PATTERN, STANDOFF

INSULATORS AND MOUNTING BRACKETS AS SHOWN

#2 SOLID BARE TINNED

COPPER WIRE TO

GROUND RING -

PROVIDE (2) PER MGB

COAX CABLE GROUNDING KITS WITH

LONG BARREL COMPRESSION LUGS,

INSTALLED BY CONTRACTOR.

GROUND ROD DETAIL 4SCALE: NTS

#6 GROUND LEAD

TWO HOLE

COMPRESSION

CRIMP LUG (#6) TO

GROUND BAR

ADJUSTABLE

BAND CLAMP

GROUNDING

CLAMP

ADJUSTABLE BAND

CLAMP

1/4" 20 HARDWARE

#6 GROUND LEAD

'SCOTCH' 23 TAPE

OVER VINYL TAPE

PUTTY TAPE

GROUNDING

STRAP ASSEMBLY

GROUNDING

CLAMP

1SCALE: NTS

TOWER TOP AMPLIFIER

ANTENNA, (TYP.)

'N' MALE CONNECTORS

(WEATHERPROOF)

GROUND AND WEATHER

PROOFING KITS, INSTALL

BELOW ANTENNAS, (TYP.)

GROUND TAIL, (TYP.)

AGB MOUNTED TO

TOWER DIRECTLY

BELOW ANTENNAS,

BY OTHERS

SEE * NOTE

'DIN' MALE CONNECTORS

(WEATHERPROOF)

TGB MOUNTED

TO BASE OF

TOWER, BY

OTHERS

SEE * NOTE

GROUND AND WEATHERPROOFING

KITS, LOCATED NEAR EQUIPMENT,

(TYP.)

#2 THW GREEN (TYP)

MOUNT EGB ON

SHELTER, BY

OTHERS

SEE * NOTE

BOND EGB TO GROUND RING

- #2 SOLID BARE TINNED

COPPER (TYP ALL MGB'S)

SHELTER GROUNDING RINGTOWER GROUNDING RING

EQUIPMENT JUMPER

CABLE, SEE SHEETS

RF-1 AND RF-2 FOR

DETAILS

EQUIPMENT

SHELTER

LDF4-5DB

APPROX. 3 FT.

'DIN' MALE CONNECTOR

'DIN' FEMALE CONNECTOR

BOND ALL

EQUIPMENT TO

MGB - #2 THW

GREEN (TYP)

GROUND FROM

MGB TO

EQUIPMENT

RACK

GROUND

UNISTRUT OR

TRAPEZE TO

MGB

MGB IN

SHELTER,

BY

OTHERS

SEE *

NOTE

LIGHTENING

ARRESTOR

'DIN' FEMALE

TO ANTENNA

AND 'N' FEMALE

TO EQUIPMENT.

HARD

MOUNTED TO

GROUNDED

UNISTRUT.

PASS DC UP TO

15 V TO POWER

TTA

FSJ4-50B

APPROX. 40 FT.

'N'

CONNECTORS

'DIN' MALE

CONNECTORS

'DIN' MALE

CONNECTORS

LDF4-50B

APPROX. 6 FT.

EACH LEG TO SITE RING 2 LOCATIONS TO

SITE RING

#2 STRD. GREEN

INSULATED WIRE TWO HOLE COMPRESSION

CRIMP LUG (#2) DETAIL IS TYP.

OF TWO NUTS & BOLTS

5SCALE: NTS UFER DETAIL

AGB MOUNTED TO

TOWER AT EVERY

75', BY OTHERS

SEE * NOTE

ONLY FOR

REFERENCE

ONLY FOR

REFERENCE

GROUNDING

DETAILS II

E-3

SHEET NUMBER:

SHEET TITLE:

LICENSURE:

DRAWING INFORMATION:

THIS DRAWING IS COPYRIGHTED AND IS THE SOLE

PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY

FOR USE BY THE OWNER AND ITS AFFILIATES.

REPRODUCTION OR USE OF THIS DRAWING AND/OR

THE INFORMATION CONTAINED IN IT IS FORBIDDEN

WITHOUT THE WRITTEN PERMISSION OF THE OWNER.

PLANS PREPARED BY:

DATE RELEASE

07-19-24 SITE SKETCH

10-29-24

PRELIMINARY ZONING DRAWINGS

09-25-25 PRELIMINARY CONSTRUCTION DRAWINGS

10-13-25 FINAL CONSTRUCTION DRAWINGS

PROJECT INFORMATION:

12725 SW MILLIKAN WAY

SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing

Civil Engineers

Civil Engineers

MARION COUNTY

METCOM911

1060 MT HOOD AVE

WOODBURN, OR 97071

'N' MALE CONNECTOR

WEATHERPROOF

MICROWAVE (TYP.)

TGB AT BASE OF

TOWER, BY

OTHERS

SEE * NOTE

WEATHERPROOF

ELLIPTICAL FEED LINE

MOUNT EGB ON

SHELTER, BY

OTHERS

SEE * NOTE

LIGHTNING

ARRESTOR GROUND

FROM

BUILDING

TO

EQUIPMENT

RACK

'DIN' MALE CONNECTOR

'DIN' FEMALE CONNECTOR

GROUND UNISTRUT OR TRAPEZE TO MGB

FEED LINE

WEATHERPROOF

GROUND

TO TOWER

GPS UNITS

TGB AT BASE

OF TOWER,

BY OTHERS

SEE * NOTE

MGB, BY

OTHERS

SEE * NOTE

MOUNT EGB

ON

SHELTER, BY

OTHERS

SEE * NOTE

'N' MALE

CONNECTOR

GROUND FROM

BUILDING TO

EQUIPMENT

GROUND UNISTRUT OR

TRAPEZE TO MGB

FEED LINE

'N' MALE CONNECTOR

SHELTER GROUNDING RING

TOWER GROUNDING RING

EACH LEG TO SITE RING

2 LOCATIONS TO

SITE RING

MGB, BY

OTHERS

SEE * NOTE

TX

COMBINER

OR

STATION

EXOTHERMIC CONNECTION

MECHANICAL CONNECTION

EXOTHERMIC CONNECTION

MECHANICAL CONNECTION

TRAK

REFERENCE

STANDARD

PORT

ZETRON

MODEL 620

2SCALE: NTS1

SCALE: NTS SHELTER GROUNDING RING

TOWER GROUNDING RING

EACH LEG TO SITE RING

2 LOCATIONS TO

SITE RING

GROUND TO TOWER

TYPICAL MICROWAVE ANTENNA GROUNDING SCHEMATICS TYPICAL GPS ANTENNA GROUNDING SCHEMATICS

NOTE:

TOWER INFO SHOWN FOR CONCEPTUAL

USE ONLY. SEE TOWER STRUCTURAL

REPORT BY OTHERS.

GROUND MW MOUNT TO AGB

DRAWING INFORMATION:

THIS DRAWING IS COPYRIGHTED AND IS THE SOLE

PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY

FOR USE BY THE OWNER AND ITS AFFILIATES.

REPRODUCTION OR USE OF THIS DRAWING AND/OR

THE INFORMATION CONTAINED IN IT IS FORBIDDEN

WITHOUT THE WRITTEN PERMISSION OF THE OWNER.

PLANS PREPARED BY:

DATE RELEASE

07-19-24 SITE SKETCH

10-29-24

PRELIMINARY ZONING DRAWINGS

09-25-25 PRELIMINARY CONSTRUCTION DRAWINGS

10-13-25 FINAL CONSTRUCTION DRAWINGS

PROJECT INFORMATION:

12725 SW MILLIKAN WAY

SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing

Civil Engineers

Civil Engineers

MARION COUNTY

METCOM911

1060 MT HOOD AVE

WOODBURN, OR 97071

RF TOWER

APPURTENANCES I

RF-1.0

SHEET NUMBER:

SHEET TITLE:

LOCATION INFORMATION

COUNTY MARION COUNTY

STREET ADDRESS 1060 MT HOOD AVE

CITY WOODBURN STATE OR

ZIP CODE 97071

LATITUDE (DEC.)/(DEG) 45.150950 / 45° 09'03.4" N

LONGITUDE (DEC.)/(DEG) -122.843472 / 122°50'36.5" W

SITE INFORMATION

SITE NAME METCOM911

TOWER INFORMATION

STRUCTURE MONOPOLE TOWER MANUFACTURER SABRE

TOWER OWNER METCOM SERIAL/MODEL # 07 07143

GROUND ELEVATION ±186' # OF APPURTENANCE -

# OF LEGS - HIGHEST POINT W/ ANT -

TOWER HEIGHT W/O ANT 150'

NOTE:

INFORMATION FROM TAIT COMMUNICATIONS' DOCUMENT

DATED 08/13/2025 PROVIDED BY MARION COUNTY.

THIS DRAWING IS COPYRIGHTED AND IS THE SOLE

PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY

FOR USE BY THE OWNER AND ITS AFFILIATES.

REPRODUCTION OR USE OF THIS DRAWING AND/OR

THE INFORMATION CONTAINED IN IT IS FORBIDDEN

WITHOUT THE WRITTEN PERMISSION OF THE OWNER.

PLANS PREPARED BY:

DATE RELEASE

07-19-24 SITE SKETCH

10-29-24

PRELIMINARY ZONING DRAWINGS

09-25-25 PRELIMINARY CONSTRUCTION DRAWINGS

10-13-25 FINAL CONSTRUCTION DRAWINGS

PROJECT INFORMATION:

12725 SW MILLIKAN WAY

SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing

Civil Engineers

Civil Engineers

MARION COUNTY

METCOM911

1060 MT HOOD AVE

WOODBURN, OR 97071

RF TOWER

APPURTENANCES II

RF-1.1

SHEET NUMBER:

SHEET TITLE:

NOTE: MODEL SHOWN IS PRELIMINARY AND SUBJECT TO CHANGE UPON FINAL RF CONFIGURATION.

THIS DRAWING IS COPYRIGHTED AND IS THE SOLE

PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY

FOR USE BY THE OWNER AND ITS AFFILIATES.

REPRODUCTION OR USE OF THIS DRAWING AND/OR

THE INFORMATION CONTAINED IN IT IS FORBIDDEN

WITHOUT THE WRITTEN PERMISSION OF THE OWNER.

PLANS PREPARED BY:

DATE RELEASE

07-19-24 SITE SKETCH

10-29-24 PRELIMINARY ZONING DRAWINGS

09-25-25 PRELIMINARY CONSTRUCTION DRAWINGS

10-13-25 FINAL CONSTRUCTION DRAWINGS

PROJECT INFORMATION:

12725 SW MILLIKAN WAY

SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing

Civil Engineers

Civil Engineers

MARION COUNTY

METCOM911

1060 MT HOOD AVE

WOODBURN, OR 97071

EQUIPMENT

SHELTER EXTERIOR

ELEVATIONS

SH-1

SHEET NUMBER:

SHEET TITLE:

NOTE:

INFORMATION…