00017940 Exhibit 6 Plans.pdf

TITLE SHEET

SHEET NUMBER:

SHEET TITLE:

T-1

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

05-18-26 SITE SKETCH

07-20-26 PRELIMINARY CONSTRUCTION DRAWINGS

07-30-26

FINAL CONSTRUCTION DRAWINGS

12725 SW MILLIKAN WAY, SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing Civil Engineers

Civil Engineers

SITE NAME: MIDDLE MTN. (ODOT)

SITE ID: #F71403

ADDRESS: 2.3 MILES WEST OF OR-35 S VIA

GILHOULEY RD, HOOD RIVER COUNTY, OR

LATITUDE: 45° 34' 45.43"N (45.579287°)

LONGITUDE: 121° 35' 49.97"W (-121.59722°)

ELEVATION: ±2,610' AMSL

MIDDLE MTN. (ODOT) #F71403

455 AIRPORT RD SE BLDG C, SALEM, OR 97301

SCALE: NTS

PROJECT LOCATION

LOCATION MAP

SITE ACCESS REQUIREMENTS DRIVING DIRECTIONS

DRAWING REVIEW SIGNATURES

SITE ACQUISITION: DATE:

ENVIRONMENTAL: DATE:

STATE WIRELESS: DATE:

IMPLEMENTATION TECHNICIAN: DATE:

PPM: DATE:

SPM: DATE:

HARRIS RADIO DESIGN: DATE:

ATTENTON:

SIGNATURES BELOW ARE FOR THE PURPOSES OF REVIEW

AND REDLINE PROCESS FOR DRAWINGS. THEY ARE NOT

INTENDED TO BE CONSTRUED AS ANY FORM OF

COMPLIANCE TO PROCEED WITH SITE CONSTRUCTION

SHEET INDEX

T-1 TITLE SHEET

V-1 EXISTING CONDITIONS

GN-1 GENERAL NOTES

C-1 2016 AS-BUILT (PROVIDED BY ODOT)

C-2 ENLARGED SITE PLAN

C-3 ICE CANOPY ELEVATIONS

C-4 ICE CANOPY DETAILS

G-1 SITE GROUNDING PLAN & DETAILS

ACCESS TO COMPOUND AND SHELTER REQUIRE 3ZXY/1COM KEY.

PROJECT INFORMATION

SITE NAME: MIDDLE MTN. (ODOT)

SITE ADDRESS: 2.3 MILES WEST OF OR-35 S VIA GILHOULEY RD

COUNTY: HOOD RIVER

LATITUDE: 45° 34' 45.43"N (45.579287°)

LONGITUDE: 121° 35' 49.97"W (-121.59722°)

SITE ELEVATION: ±2,610' AMSL

TOWER HEIGHT: 140'-0"

OVERALL HEIGHT: 163'-0" TOP OF LIGHTNING ROD

SECTION T&R: SEC 8, TWP 1N, RNG 10E

TAX LOT: 01N10E0800100

JURISDICTION: HOOD RIVER COUNTY

ZONING: F-2 (PRIMARY FOREST)

ACREAGE ±639.50

PROPERTY OWNER: HOOD RIVER COUNTY

ADDRESS: 601 STATE ST, HOOD RIVER, OR 97031

PHONE: (541) 387-6888

POWER PROVIDER: HOOD RIVER ELECTRIC CO-OP

ADDRESS: PO BOX 125, ODELL, OR 97044

PHONE: (541) 354-1233

CONTACT: EMAIL: HREC@HREC.COOP

TELCO PROVIDER: CENTURYLINK TELEPHONE CO.

ADDRESS: HOOD RIVER, OR

PHONE: NA

CONTACT: (541) 387-0260

SITE ACCESS REQUIREMENTS

1. ANSI/EA/TIA-222-H

2. OREGON STRUCTURAL SPECIALTY CODE (OSSC) LATEST EDITION U.N.O

3. OREGON FIRE CODE LATEST EDITION UNLESS NOTED OTHERWISE

4. NATIONAL ELECTRIC CODE LATEST EDITION UNLESS NOTED OTHERWISE

PROJECT DESCRIPTION

ODOT PROPOSES TO INSTALL ICE CANOPY OVER TWO SHELTERS

DO NOT SCALE DRAWINGS

CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THE JOB

SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE

PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME.

THE STATE OF OREGON/ODOT

WIRELESS COMMUNICATIONS SECTION (ODOT WCS)

LOCATION:

2.3 MILES WEST OF OR-35 S VIA GILHOULEY RD, HOOD RIVER COUNTY, OR

DIRECTIONS VERIFIED BY KENNY MCMANAWAY: TRAVELING EAST ON US-84 IN

THE HOOD RIVER AREA, TAKE EXIT #64 AND HEAD SOUTH ON MT HOOD HWY

35/BUTTON BRIDGE RD.

ZERO ODOMETER.

DRIVE 11.0 (11.0) MILES TO RIGHT TURN ON GILHOULEY RD.

DRIVE 1.8 (12.8) MILES STAY LEFT.

DRIVE 0.1 (12.9) MILES TURN RIGHT.

DRIVE 0.9 (13.8) MILES ARRIVE AT SITE.

KamalThapa Snapshot

© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS

11X17 SCALE: 1" = 40' 22X34 SCALE: 1" = 20' EXISTING CONDITIONS 1

EXISTING

CONDITIONS

V-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

05-18-26 SITE SKETCH

07-20-26 PRELIMINARY CONSTRUCTION DRAWINGS

07-30-26

FINAL CONSTRUCTION DRAWINGS

12725 SW MILLIKAN WAY, SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing Civil Engineers

Civil Engineers

SITE NAME: MIDDLE MTN. (ODOT)

SITE ID: #F71403

ADDRESS: 2.3 MILES WEST OF OR-35 S VIA

GILHOULEY RD, HOOD RIVER COUNTY, OR

LATITUDE: 45° 34' 45.43"N (45.579287°)

LONGITUDE: 121° 35' 49.97"W (-121.59722°)

ELEVATION: ±2,610' AMSL

NOTE:

THIS IS NOT A SURVEY; ALL EXISTING

INFORMATION IS PROVIDED BY GIS.

(EX) TREELINE, TYP

(EX) SITE ACCESS ROAD

(EX) ODOT COMPOUND;

SEE SHEET C-2 FOR ENLARGED SITE PLAN

(EX) US CELLULAR COMPOUND

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 PURPOSES 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 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

GN-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

05-18-26 SITE SKETCH

07-20-26 PRELIMINARY CONSTRUCTION DRAWINGS

07-30-26

FINAL CONSTRUCTION DRAWINGS

12725 SW MILLIKAN WAY, SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing Civil Engineers

Civil Engineers

SITE NAME: MIDDLE MTN. (ODOT)

SITE ID: #F71403

ADDRESS: 2.3 MILES WEST OF OR-35 S VIA

GILHOULEY RD, HOOD RIVER COUNTY, OR

LATITUDE: 45° 34' 45.43"N (45.579287°)

LONGITUDE: 121° 35' 49.97"W (-121.59722°)

ELEVATION: ±2,610' AMSL

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: 231 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: 109 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 0.372

S1 0.152

SITE CLASS: C

DESIGN SPECTRAL RESPONSE ACCEL-

ERATION PARAMETERS;

SDS 0.298

SD1 0.167

BASIC SEISMIC FORCE-RESISTING

SYSTEM: BEARING WALL

DESIGN BASE SHEAR: N/A

SEISMIC RESPONSE COEFFICIENT: N/A

RESPONSE MODIFICATION COEFFICIENT: N/A

REFER TO GEOTECHNICAL REPORT BY ADAPT ENGINEERING DATED AUGUST 14, 2013.

*INFORMATION OBTAINED FROM ASCE 7 HAZARD TOOL

2016 AS-BUILT

(PROVIDED BY ODOT)

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

05-18-26 SITE SKETCH

07-20-26 PRELIMINARY CONSTRUCTION DRAWINGS

07-30-26

FINAL CONSTRUCTION DRAWINGS

12725 SW MILLIKAN WAY, SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing Civil Engineers

Civil Engineers

SITE NAME: MIDDLE MTN. (ODOT)

SITE ID: #F71403

ADDRESS: 2.3 MILES WEST OF OR-35 S VIA

GILHOULEY RD, HOOD RIVER COUNTY, OR

LATITUDE: 45° 34' 45.43"N (45.579287°)

LONGITUDE: 121° 35' 49.97"W (-121.59722°)

ELEVATION: ±2,610' AMSL

ZONING PLAN 1SCALE: NTS

11X17 SCALE: 1" = 16' 22X34 SCALE: 1" = 8' ENLARGED SITE PLAN - EXISTING 2

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

05-18-26 SITE SKETCH

07-20-26 PRELIMINARY CONSTRUCTION DRAWINGS

07-30-26

FINAL CONSTRUCTION DRAWINGS

12725 SW MILLIKAN WAY, SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing Civil Engineers

Civil Engineers

SITE NAME: MIDDLE MTN. (ODOT)

SITE ID: #F71403

ADDRESS: 2.3 MILES WEST OF OR-35 S VIA

GILHOULEY RD, HOOD RIVER COUNTY, OR

LATITUDE: 45° 34' 45.43"N (45.579287°)

LONGITUDE: 121° 35' 49.97"W (-121.59722°)

ELEVATION: ±2,610' AMSL

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 & SITE WALK NOTES.

3. PROPOSED AND EXISTING ANTENNAS NOT SHOWN

FOR CLARITY.

(EX) WEATHER STATION

(EX) 150' SELF-SUPPORT TOWER

(EX) ICE BRIDGE

(EX) ACCESS GATE

(EX) ODOT EQUIPMENT

SHELTER B

(EX) 140' SELF-SUPPORT TOWER

(EX) ICE BRIDGE

(EX) PROPANE TANK W/ ICE

SHIELD, TYP OF(2)

(EX) BOLLARD, TYP

(EX) ACCESS GATE

(EX) ODOT SHELTER A

(EX) GROUND MOUNTED TRANSFORMER

(EX) METER ON H-FRAME

(EX) US CELLULAR

EQUIPMENT SHELTER

(EX) GROUND MOUNTED TRANSFORMER

(EX) GENERATOR

(EX) PROPANE TANK

(EX) BOLLARD, TYP

(EX) FENCE

(EX) ACCESS ROAD

(EX) US CELLULAR

LEASE AREA

24'

ICE CANOPY

20'-6"

SHELTER

'-6

SH

EL

TE

R

IC

E

CA

NO

PY

IC

E

CA

NO

PY

15'

ICE CANOPY

(P) 15'x24' STEEL ICE CANOPY

OVER SHELTER;

SEE SHEET C-3 FOR ELEVATIONS

(P) 15'x36' STEEL ICE CANOPY

OVER EQUIPMENT SHELTER;

SEE SHEET C-3 FOR ELEVATIONS

'-6

SH

EL

TE

R

11'-6"

SHELTER

11X17 SCALE: 1" = 16' 22X34 SCALE: 1" = 8' 1

(EX) WEATHER STATION

(EX) 150' SELF-SUPPORT TOWER

(EX) ICE BRIDGE

(EX) ACCESS GATE

(EX) ODOT EQUIPMENT

SHELTER B

(EX) 140' SELF-SUPPORT TOWER

(EX) ICE BRIDGE

(EX) PROPANE TANK W/ ICE

SHIELD, TYP OF(2)

(EX) BOLLARD, TYP

(EX) ODOT SHELTER A

(EX) GROUND MOUNTED TRANSFORMER

(EX) METER ON H-FRAME

(EX) US CELLULAR

EQUIPMENT SHELTER

(EX) GROUND MOUNTED TRANSFORMER

(EX) GENERATOR

(EX) PROPANE TANK

(EX) BOLLARD, TYP

(EX) FENCE

(EX) US CELLULAR

LEASE AREA

ENLARGED SITE PLAN - PROPOSED

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

05-18-26 SITE SKETCH

07-20-26 PRELIMINARY CONSTRUCTION DRAWINGS

07-30-26

FINAL CONSTRUCTION DRAWINGS

12725 SW MILLIKAN WAY, SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing Civil Engineers

Civil Engineers

SITE NAME: MIDDLE MTN. (ODOT)

SITE ID: #F71403

ADDRESS: 2.3 MILES WEST OF OR-35 S VIA

GILHOULEY RD, HOOD RIVER COUNTY, OR

LATITUDE: 45° 34' 45.43"N (45.579287°)

LONGITUDE: 121° 35' 49.97"W (-121.59722°)

ELEVATION: ±2,610' AMSL

11X17 SCALE: 1" = 6' 22X34 SCALE: 1" = 3'ICE CANOPY SHELTER B - WEST ELEVATION 3 11X17 SCALE: 1" = 6'ICE CANOPY SHELTER B - SOUTH ELEVATION 422X34 SCALE: 1" = 3'

ICE CANOPY

ELEVATIONS

C-3

SHEET NUMBER:

SHEET TITLE:

ICE CANOPY SHELTER A - SOUTH ELEVATION 11X17 SCALE: 1" = 6' 22X34 SCALE: 1" = 3' 1 11X17 SCALE: 1" = 6' 22X34 SCALE: 1" = 3' 2ICE CANOPY SHELTER A - EAST ELEVATION

(P) 15'x24' ICE CANOPY

24'

15'

(P) 15'x24' ICE CANOPY

36'

(P) 15'x36' ICE CANOPY

15'

(P) 15'x36' ICE CANOPY

(P) 26"Øx5'-6" EMBED

CIRCULAR PIERS (6) PLACES

5'- 6"

SEE SHEET C-4 DETAIL 3

SEE SHEET C-4 DETAIL 3

5'- 6"

5'- 6"

(P) HDG HSS 6x6x5/8"

COLUMN, TYP OF (6)

SEE SHEET C-4 DETAIL 4

SEE SHEET C-4 DETAIL 4

2'-2"

(P) 26"Øx5'-6" EMBED

CIRCULAR PIERS (6) PLACES

(P) 26"Øx5'-6" EMBED

CIRCULAR PIERS (8) PLACES

(P) 26"Øx5'-6" EMBED

CIRCULAR PIERS (8) PLACES

(P) HDG HSS 6x6x5/8"

COLUMN, TYP OF (6)

(P) HDG HSS 6x6x5/8"

COLUMN, TYP OF (8)

(P) HDG HSS 6x6x5/8"

COLUMN, TYP OF (8)

SEE SHEET C-4 DETAIL 6

SEE SHEET C-4 DETAIL 6

SEE SHEET C-4 DETAIL 3

5'- 6"

2'-2"

2'-2" 2'-2"

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

05-18-26 SITE SKETCH

07-20-26 PRELIMINARY CONSTRUCTION DRAWINGS

07-30-26

FINAL CONSTRUCTION DRAWINGS

12725 SW MILLIKAN WAY, SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing Civil Engineers

Civil Engineers

SITE NAME: MIDDLE MTN. (ODOT)

SITE ID: #F71403

ADDRESS: 2.3 MILES WEST OF OR-35 S VIA

GILHOULEY RD, HOOD RIVER COUNTY, OR

LATITUDE: 45° 34' 45.43"N (45.579287°)

LONGITUDE: 121° 35' 49.97"W (-121.59722°)

ELEVATION: ±2,610' AMSL

BEAM / COL CONNECTION DETAIL I 6

ICE CANOPY

DETAILS

C-4

SHEET NUMBER:

SHEET TITLE:

ICE CANOPY SHELTER A - PLAN VIEW 11X17 SCALE: 1" = 6' 22X34 SCALE: 1" = 3' 1 11X17 SCALE: 1" = 6' 22X34 SCALE: 1" = 3' 2ICE CANOPY SHELTER B - PLAN VIEW

36'

24'

(P) 15'x24' STEEL ICE CANOPY

OVER SHELTER;

SEE THIS SHEET FOR DETAILS

BEAM / COL CONNECTION DETAIL II3

(P) HDG WF W8x31 BEAM, L=15'

(P) HDG WF W8x18 BEAM

(P) HDG WF W8x18 BEAM

(P) HDG WF W8x18 BEAM(P) HDG WF W8x18 BEAM

(P) HDG WF W8x24 BEAM , L=15'

(P) 10 GAx36"x4" 8-DIAMOND

PLANK GRIP STRUT BY GRATING

PACIFIC #H-84010

(P) 26"Øx5'-6" EMBED

CIRCULAR PIERS (6) PLACES

(P) 6x6x5/8" POSTS

(6) PLACES

NOTE:

ALL STEEL TO BE HOT DIPPED GALVANIZED.

(P) 6x6x5/8" POSTS

(8) PLACES

(P) 26"Øx5'-6" EMBED

CIRCULAR PIERS (8) PLACES

NOTE:

ALL STEEL TO BE HOT DIPPED GALVANIZED.

8'-8" 13'-4" 13'-4"

(P) 15'x36' STEEL ICE CANOPY OVER

EQUIPMENT SHELTER;

SEE THIS SHEET FOR DETAILS

11'-8" 11'-8"

BEAM / BEAM CONNECTION DETAIL4

C-4

C-4

C-4

C-4

(P) HDG WF W8x24 BEAM, L=15'

(P) HDG WF W8x18 BEAM (P) HDG WF W8x18 BEAM (P) HDG WF W8x18 BEAM

(P) 10 GAx36"x4" 8-DIAMOND

PLANK GRIP STRUT BY GRATING

PACIFIC #H-84010

(P) HDG WF W8x18 BEAM

(P) HDG WF W8x24 BEAM, L=15' (P) HDG WF W8x31 BEAM, L=15' (P) HDG WF W8x31 BEAM, L=15'

(P) HDG WF W8x18 BEAM

(P) HDG WF W8x18 BEAM (P) HDG WF W8x18 BEAM

(P) HDG WF W8x24 BEAM, L=15'

SCALE: NTSSCALE: NTS SCALE: NTS SCALE: NTS

DRILLED PIER DETAIL

C-4

C-4

C-4 5

C-4

(P) HDG WF W8x18 BEAM (P) HDG WF W8x18 BEAM

(P) HDG WF W8x18 BEAM (P) HDG WF W8x18 BEAM

5' 5'

5'

5' 5'

5'

SITE GROUNDING

PLAN & DETAILS

G-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

05-18-26 SITE SKETCH

07-20-26 PRELIMINARY CONSTRUCTION DRAWINGS

07-30-26 FINAL CONSTRUCTION DRAWINGS

12725 SW MILLIKAN WAY, SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing Civil Engineers

Civil Engineers

SITE NAME: MIDDLE MTN. (ODOT)

SITE ID: #F71403

ADDRESS: 2.3 MILES WEST OF OR-35 S VIA

GILHOULEY RD, HOOD RIVER COUNTY, OR

LATITUDE: 45° 34' 45.43"N (45.579287°)

LONGITUDE: 121° 35' 49.97"W (-121.59722°)

ELEVATION: ±2,610' AMSL

11X17 SCALE: 1" = 10' 22X34 SCALE: 1" = 5' SITE GROUNDING PLAN 1

SCALE: NTS 3 SCALE: NTS 2 GROUND ROD DETAIL

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. ALL GROUND SYSTEMS ARE TO BE MADE COMMON.

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

8. 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:

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 (AS NEEDED)

4"

M

I N

#2 TINNED BARE

COPPER

CONDUCTOR

TERRAFILL SOIL

ENHANCEMENT

MATERIAL

ASSUMED (EX) SHELTER

GROUND RING

(P) BOND TO ICE CANOPY POST

SUPPORT - PER MANUFACTURER'S

REQUIREMENTS AND NEC

STANDARDS; TYP

ASSUMED (EX) SHELTER

GROUND RING

(P) BOND TO ICE CANOPY POST

SUPPORT - PER MANUFACTURER'S

REQUIREMENTS AND NEC

STANDARDS; TYP

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: ALL GROUNDING

DESIGN, SPECIFICATIONS,

AND CONSTRUCTION

METHODS SHALL COMPLY

WITH THE MOTOROLA R56

"STANDARDS AND GUIDELINES

FOR COMMUNICATION SITES".

SCALE: NTS 4 ICE CANOPY GROUNDING DETAIL

TO GROUND RING

SIDE ELEVATION

NOTE: GROUND COAX BRIDGE PER THE

REQUIREMENTS OF THE NEC STANDARDS

EXOTHERMIC

WELD, TYP.

TO GROUND RING