4. Meissner Final Construction Drawings 4-7-2021.pdf

PDF 6 MB Posted Apr 13, 2022

Attached to: Columbia 911 new Wireless Site Civil Construction
Solicitation number: S-C05004-00002810
Issued by: Coos County, Oregon

About this file

Written by GovTribe AI · Apr 3, 2024

This document contains the final construction drawings for a new wireless site expansion project for the Columbia 9-1-1 Communications District located in Columbia County, Oregon. The project proposes to expand an existing 2,302 square foot fenced wireless compound to a 10,000 square foot area, and install a new 150-foot self-support lattice tower, equipment shelter, and emergency power supply system. All existing equipment will be removed, and the new equipment will be placed on concrete pads and foundations. The existing parking area and access road will also be improved.

The project is located on property owned by the Oregon Department of Forestry in Deer Island, Oregon. The construction must comply with all applicable building codes and regulations, including the 2018 International Building Code, 2019 Oregon Structural Specialty Code, and Motorola R56 standards. The construction is expected to take approximately 6-12 months to complete. Sealed bids for the project are due on a date to be determined.

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Report Meissner CCE BMC 200015 GEO.pdf	PDF	Apr 13, 2022
Intent to Award~16.xlsx	XLSX spreadsheet	Apr 13, 2022
Meissner Pricing Schedule 2.xlsx	XLSX spreadsheet	Apr 13, 2022
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SHEET INDEX

SCALE: NTS

FROM ST. HELENS, OR 97051:

1. HEAD NORTHEAST ON US-30

5.6 MI

2. TURN LEFT ONTO CANAAN RD

6.7 MI

3. SLIGHT LEFT ON E MEISSNER RD

4.8 MI

4. TURN LEFT ONTO HOLLYWOOD RD

0.7 MI

5. CONTINUE STRAIGHT ONTO LOOKOUT RD

0.2 MI

EST. TIME: 28 MINS.

EST. MILEAGE: 18.1 MI

COVER

SHEET

SHEET NUMBER:

SHEET TITLE:

PROJECT INFORMATION PROJECT INFORMATION CONTINUED DRIVING DIRECTIONS

LOCATOR MAP

PROPERTY OWNER:

OREGON DEPARTMENT OF FORESTRY

2600 STATE ST

SALEM, OR 97310

CONTACT:

MALCOLM HIATT

503-945-7200

JURISDICTION:

COLUMBIA COUNTY

COUNTY:

COLUMBIA

ZONING:

PF-80: PRIMARY FOREST

PARCEL NUMBER(S) & AREA:

TAX LOT#: 6325-00-03400

509229.88 SQ FEET±

11.69 ACRES±

PROJECT LOCATION:

LAT: N 45° 58' 13.36" (45.970378)

LONG: W 122° 59' 57.82" (122.999394)

APPLICANT:

COLUMBIA 9-1-1 COMMUNICATIONS DISTRICT

CONTACT:

MIKE FLETCHER

503-366-6971

ZONING CONTACT:

MIKE UNGER

206-604-5538

UTILITY PROVIDERS:

TELCO PROVIDER: TBD

POWER PROVIDER: COLUMBIA RIVER PUD

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. 2019 OREGON FIRE CODE

3. NEC-2017 NATIONAL ELECTRIC CODE

4. 2019 OREGON STRUCTURAL SPECIALITY CODE

5. 2017 NFPA 58 CODE

6. OCCUPANCY GROUP: U

7. CONSTRUCTION TYPE: II-B

SITE NAME:

MEISSNER

LOCATION:

LOOKOUT RD, DEER ISLAND, OR 97054

T-1

PROJECT MANAGER:

MIKE FLETCHER

503-366-6971

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

10-16-2020 FINAL ZONING DRAWING

4-7-2021 FINAL CD

PROJECT INFORMATION:

COLUMBIA 9-1-1

MEISSNER

LOOKOUT RD, DEER ISLAND,

OR 97054

909 N BEECH STREET

SUITE D

PORTLAND, OR 97227

(503) 387-5331 www.cushing-engr.com

Cushing

Civil Engineers

ZONING SUBMITTAL:

T-1 COVER SHEET

S-01 SURVEY

G-1 GENERAL NOTES

C-1 OVERALL SITE PLAN

C-2 ENLARGED SITE PLAN

C-3 ELEVATIONS

C-4 RF TOWER APPURTENANCES

C-5 GRADING & EROSION CONTROL PLAN

C-6 GRADING & EROSION CONTROL DETAILS

C-7 COMPOUND DETAILS I

C-8 COMPOUND DETAILS II

C-9 GENERATOR & PROPANE TANK DETAILS

C-10 EQUIPMENT SHELTER FOUNDATION PLAN

E-1 SITE GROUNDING PLAN

E-2 GROUNDING DETAILS I

E-3 GROUNDING DETAILS II

E-4 GROUNDING DETAILS III

CONSTRUCTION

MANAGER:

BRYCE FOSTER

503-358-2125

PROJECT AREA:

TOTAL COMPOUND AREA - 10,000 SQ FEET

ACCESS DRIVE AND PARKING - 10,300 SQ FEET ±

TOTAL - 20,300 SQ FEET ±

PROJECT DESCRIPTION:

COLUMBIA 9-1-1 PROPOSES TO EXPAND AN EXISTING FENCED WIRELESS

COMPOUND AND ADD A NEW 150' SELF SUPPORT LATTICE TOWER,

EQUIPMENT SHELTER, AND EMERGENCY POWER SUPPLY SYSTEM. THE

EXISTING COMPOUND CONSISTS OF (2) SHELTERS, (1) GENERATOR, AND

(4) TIMBER POLES WITH RADIO ANTENNAS. THE EXISTING 2302 SF

FENCED AREA WILL BE EXPANDED TO BECOME A 10,000 SQUARE FOOT

AREA (100'x100') ENCLOSED BY A CHAIN LINK FENCE WITH BARBED WIRE.

ALL EXISTING EQUIPMENT WILL BE REMOVED. THE NEW EQUIPMENT

WILL BE PLACED ON CONCRETE PADS AND FOUNDATIONS. THE EXISTING

PARKING AREA AND ACCESS IS PROPOSED TO BE IMPROVED.

SCALE: NTS

LOCATOR MAP

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text O

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text K

AutoCAD SHX Text J

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text 83233

AutoCAD SHX Text

OREGON

AutoCAD SHX Text

RENEWAL DATE 12/31/21

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text Y

AutoCAD SHX Text M

AutoCAD SHX Text C

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text W

AutoCAD SHX Text A

AutoCAD SHX Text Y

AutoCAD SHX Text E

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

GALV

FLR

FLUOR

FIN

EXT

GAUGE

GENERAL CONTRACTOR

GALVANIZE(D)

FLUORESCENT

FOOT

FLOOR

FINISH

EXTERIOR

EXISTING

PRESSURE TREATED

OUTSIDE DIAMETER

PAIRPR

PROP

PROJ

PROPERTY

PROJECT

OPP

OC, o/c

OPG

OPPOSITE

OPENING

ON CENTER

C P L L

AND

ANGLE

GROUNDGRND

AIR CONDITIONINGA/C

REQ'D

CONTINUOUSCONT

DWG

EL, ELEV

E.W.

EQUIP

ELECT

DIAG

DIM

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

NTS

NIC

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

VIF

WEST

WITH

U.N.O.

T.O.M.

TYP

GYPSUM WALL BOARD

HVAC

INSUL

INT

INFO

I.D.

INCH

INTERIOR

INSULATION

INFORMATION

INSIDE DIA.

HORIZ

HARD'WD

GYP BD

GWB

HORIZONTAL

HARDWOOD

HEIGHT

HOUR

GYPSUM BOARD

TNND

THRU

SUSP

STRUCT

S.V.

STL

TINNED

STEEL

SPEC

SHT

SIM

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

WATER

CENTERLINE

COAX

POWER/TELCO

TELCO

EASEMENT

PROPERTY LINE

GAS

UNDERGROUND POWER

CEDAR FENCE

CHAINLINK FENCE

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

GALV

FLR

FIN

EXT

DWG

E.W.

DIAG

DIM

DBL

CLR

CLG

BLK

B/S

BMR

BLDG

AWG

LB(S)

MAX

INT

INFO

I.D.

GWB

LNA

SYMBOLS LEGEND

DESIGN LOADS: (TBD)

W W

OVERHEAD POWER

G G G G G G

10. ALL SITE DESIGN AND CONSTRUCTION MUST COMPLY WITH THE MOST CURRENT VERSION OF R56 STANDARDS AND ALIGNED WITH R56 GUIDELINES AS TECHNICALLY APPLICABLE. EACH SITE

MUST PASS AN R56 AUDIT OR PM APPROVED BEFORE IT SHALL BE CONSIDERED COMPLETE

AND ACCEPTED.

11. IF INADVERETENT 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:

1. ALL SITE DESIGN AND CONSTRUCTION MUST COMPLY WITH THE MOST CURRENT VERSION

OF R56 STANDARDS AND ALIGNED WITH R56 GUIDELINES AS TECHNICALLY APPLICABLE. SITE

MUST PASS AN R56 AUDIT BEFORE IT SHALL BE CONSIDERED COMPLETE AND ACCEPTED.

R56 NOTES:

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: 68 PSF

FLAT-ROOF SNOW LOAD: 69 PSF

SNOW EXPOSURE FACTOR: 1.0

SNOW LOAD IMPORTANCE FACTOR: 1.2

THERMAL FACTOR: 1.2

WIND DESIGN DATA - ULTIMATE DESIGN WIND SPEED: 130 MPH

RISK CATEGORY: IV

WIND EXPOSURE: C

INTERNAL PRESSURE COEFFICIENT: 0.18±

DESIGN WIND PRESSURES;

WIND LOAD HORIZONTAL (MWFRS):36.8 PSF

WIND LOAD (UPLIFT) (MWFRS): 41.3 PSF

EARTHQUAKE DESIGN DATA - RISK CATEGORY: IV

SEISMIC IMPORTANCE FACTOR: 1.5

MAPPED SPECTRAL RESPONSE ACCEL-

ERATION PARAMETERS;

SS 0.965

S1 0.449

SITE CLASS: C

DESIGN SPECTRAL RESPONSE ACCEL-

ERATION PARAMETERS;

SDS 0.606

SD1 0.652

SEISMIC DESIGN CATEGORY: D

BASIC SEISMIC FORCE-RESISTING

SYSTEM: BEARING WALL

DESIGN BASE SHEAR: 0.14W

SEISMIC RESPONSE COEFFICIENT: 0.14

RESPONSE MODIFICATION COEFFICIENT: 6.5

ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL

FORCE PROCEDURE

GEOTECHNICAL INFORMATION - ALLOWABLE BEARING CAPACITY: 2000PSF

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

10-16-2020

FINAL ZONING DRAWING

4-7-2021 FINAL CD

PROJECT INFORMATION:

COLUMBIA 9-1-1

MEISSNER

LOOKOUT RD, DEER ISLAND,

OR 97054

909 N BEECH STREET

SUITE D

PORTLAND, OR 97227

(503) 387-5331 www.cushing-engr.com

Cushing

Civil Engineers

P PROPOSED

OHP OHP OHP OHP OHP

LPG LPG LPG LPG

PROPANE

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OREGON

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RENEWAL DATE 12/31/21

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11X17 SCALE: 1" = 40' 22X34 SCALE: 1" = 20' OVERALL SITE PLAN 1

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

10-16-2020 FINAL ZONING DRAWING

4-7-2021 FINAL CD

PROJECT INFORMATION:

COLUMBIA 9-1-1

MEISSNER

LOOKOUT RD, DEER ISLAND,

OR 97054

909 N BEECH STREET

SUITE D

PORTLAND, OR 97227

(503) 387-5331 www.cushing-engr.com

Cushing

Civil Engineers

C-3

EXISTING

19' GATE

PROPERTY LINE / ROAD BOUNDARY LINEPROPERTY LINE / ROAD BOUNDARY LINE

EXISTING OVERHEAD

POWER

(EX) UNDERGROUND

POWER

(EX) UTILITY POLE

CRPUD 6-3 25F956

PROPOSED 6'

CHAIN LINK FENCE

(EX) 7' CHAIN LINK

FENCE TO BE REMOVED

(EX) COMPOUND

TO BE REMOVED

(P) 100'x100'

COMPOUND

(P) PROPANE TANK

(P) SHELTER ON

CONCRETE FOUNDATION

(P) SELF SUPPORT

TOWER

(P) 12' GATE

(EX) GRAVEL ACCESS

(EX) PHONE BOX

(EX) UNDERGROUND

PHONE LINE

(EX) TREE LINE

(P) GENERATOR

(EX) PARKING AREA

TO BE MAINTAINED

WITH NEW GRAVEL

PRIMARY FUEL FREE FIRE BREAK

NO LESS THAN 30' WIDE - REF

COLUMBIA COUNTY ZONING

ORDINANCE 510.2

(P) POWER LINE

TO NEW SHELTER

PROPERTY LINEPROPERTY LINE

(EX) GRAVEL ACCESS

EXISTING POLES AND

EQUIPMENT TO BE REMOVED

AND COORDINATED WITH USERS

50' SETBACK (PER PF-80 ZONING)

(EX) FIR APPROXIMATE

TOP ELEVATION = 1472.1

LOOKOUT RD

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SCALE: 1" = '

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100'

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

ENLARGED

SITE PLAN

C-2

SHEET NUMBER:

SHEET TITLE:

NOTE:

TOWER INFO SHOWN FOR CONCEPTUAL USE ONLY.

SEE TOWER STRUCTURAL DESIGN BY OTHERS.

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

10-16-2020 FINAL ZONING DRAWING

4-7-2021 FINAL CD

PROJECT INFORMATION:

COLUMBIA 9-1-1

MEISSNER

LOOKOUT RD, DEER ISLAND,

OR 97054

909 N BEECH STREET

SUITE D

PORTLAND, OR 97227

(503) 387-5331 www.cushing-engr.com

Cushing

Civil Engineers

(EX) CAT D25-4S

GENERATOR TO

BE REMOVED

(EX) SHELTER TO BE REMOVED

(EX) SHELTER

TO BE REMOVED

(EX) 12' GATE TO

BE REMOVED

(EX) WOOD POLE WITH

ANTENNAS TO BE REMOVED

(EX) WOOD POLE WITH

ANTENNAS TO BE REMOVED

(EX) WOOD POLE

WITH ANTENNAS TO

BE REMOVED

(EX) UNDERGROUND

POWER LINE

(EX) UNDERGROUND

TELCO LINE TO BE

REMOVED

(EX) UNDERGROUND TELCO

LINE TO BE REMOVED

(EX) WOOD POLE WITH

ANTENNAS TO BE REMOVED

REPLACE EXISTING 7' CHAIN

LINK FENCE WITH 6' FENCE

SEE DETAIL C-7 FOR DETAIL

(EX) CHAIN LINK

FENCE TO REMAIN

(P) 6' CHAIN LINK FENCE

SEE C-7 FOR DETAIL

PROPOSED 6' CHAIN LINK

FENCE WITH DARK BROWN

SLATS SEE C-7 FOR DETAIL

(EX) INTERIOR CHAIN

LINK FENCE TO BE

REMOVED

(P) PROPANE TANK ON

16'x5' CONCRETE PAD

SEE C-9 FOR DETAIL

(P) ICE BRIDGE SEE

C-8 FOR DETAIL

(P) 150' SELF SUPPORT TOWER

SEE TOWER DRAWINGS FOR

FOUNDATION DESIGN BY

OTHERS

(P) 12' GATE SEE

C-7 FOR DETAIL

(EX) INTERIOR CHAIN

LINK FENCE TO BE

REMOVED

(EX) COAX CABLE TO

BE REMOVED

(P) GENERATOR ON 9'-6"x4'

CONCRETE PAD

SEE C-9 FOR FOUNDATION

15'

36'

9'-1"

COMPOUND ROCK SECTION

SEE C-8 FOR DETAIL

(P) POWER LINE TO NEW SHELTER

SEE C-7 FOR TRENCH DETAIL

50' SETBACK (PER PF-80

ZONING)

45'-8"

31'-8"

(EX) INTERIOR CHAIN

LINK FENCE TO BE

REMOVED

(P) CONCRETE STOOP

SEE C-8 FOR DETAIL

(P) LED SHELTER LIGHT

SEE C-7 FOR DETAIL

(P) 11'-3"x21'-3" PRE-MANUFACTURED

EQUIPMENT SHELTER SEE C-10

(P) GAS AND TELCO LINE TO NEW SHELTER

SEE C-7 FOR TRENCH DETAIL

(EX) METER TO

BE REMOVED

(EX) UNDERGROUND

TELCO LINE TO BE

REMOVED

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GROUND LEVEL (GL)

NOTES:

· SEE TOWER STRUCTURAL

ANALYSIS BY JBE FOR ALL

TOWER DESIGN

· EXISTING TREES NOT

SHOWN FOR CLARITY

GROUND LEVEL (GL)

11X17 SCALE: 1" = 20' 22X34 SCALE: 1" = 10' PROPOSED SOUTH ELEVATION 1 11X17 SCALE: 1" = 20' PROPOSED EAST ELEVATION 222X34 SCALE: 1" = 10'

ELEVATIONS

C-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

10-16-2020

FINAL ZONING DRAWING

4-7-2021 FINAL CD

PROJECT INFORMATION:

COLUMBIA 9-1-1

MEISSNER

LOOKOUT RD, DEER ISLAND,

OR 97054

909 N BEECH STREET

SUITE D

PORTLAND, OR 97227

(503) 387-5331 www.cushing-engr.com

Cushing

Civil Engineers

(EX) WOOD POLE

WITH ANTENNAS, TYP

(P) WAVE GUIDE

BRIDGE

(P) SHELTER

(P) PROPANE TANK

(P) FENCE

(EX) SHELTER

(EX) WOOD POLE

WITH ANTENNAS, TYP

(P) PROPANE TANK

(P) SHELTER

(P) FENCED

ENCLOSURE

ANTENNA TOP 90.15' AGL

ANTENNA TOP 78.67' AGL

ANTENNA TOP 71.96' AGL

ANTENNA TOP 39.29' AGL

ANTENNA TOP 90.15' AGL

ANTENNA TOP 78.67' AGL

ANTENNA TOP 71.96' AGL

ANTENNA TOP 39.29' AGL

PROPOSED TOWER 152' AGL PROPOSED TOWER 152' AGL

(P) GENERATOR

(P) GENERATOR(EX) FENCE

(P) FENCE(P) GATE

(P) CONSTRUCTION TECHNOLOGIES'

220-3BN SUPER STATIONMASTER

OMNI ANTENNA (1) @ 149' AGL

(P) SELF SUPPORT

TOWER

(P) SELF SUPPORT

TOWER

(P) EPMP FORCE 200 5GHZ

(C058900C062A) DISH (1) @ 80' AGL

ANTENNA @ 60' AGL ANTENNA @ 60' AGL

(P) DS8A03F36U-N OMNI ANTENNA (1) @

60' AGL

(P) CONSTRUCTION TECHNOLOGIES'

220-3BN SUPER STATIONMASTER

OMNI ANTENNA (1) @ 149' AGL

(P) EPMP FORCE 200 5GHZ

(C058900C062A) DISH (1) @ 80' AGL

(P) DS8A03F36U-N OMNI ANTENNA (1) @

60' AGL

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LEG A LEG B LEG C

LEG A

LEG B

LEG C

A FACE

B FACE

C FACE

150°

RF TOWER

APPURTENANCES

SHEET NUMBER:

SHEET TITLE:

C-4

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

10-16-2020

FINAL ZONING DRAWING

4-7-2021 FINAL CD

PROJECT INFORMATION:

COLUMBIA 9-1-1

MEISSNER

LOOKOUT RD, DEER ISLAND,

OR 97054

909 N BEECH STREET

SUITE D

PORTLAND, OR 97227

(503) 387-5331 www.cushing-engr.com

Cushing

Civil Engineers

TOWER PLAN

ANTENNA ELEVATION DIAGRAM

NOTE:

TOWER INFO SHOWN FOR CONCEPTUAL USE ONLY.

SEE TOWER STRUCTURAL DESIGN BY OTHERS.

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T T

GRAVEL ROAD

-2.72%

'-9

21'-3"

11X17 SCALE: 1" = 20' 22X34 SCALE: 1" = 10' ENLARGED SITE PLAN 1

GRADING & EROSION

CONTROL PLAN

C-5

SHEET NUMBER:

SHEET TITLE:

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 = 142 CU. YD.

STRIPPING FOR ACCESS ROAD AND PARKING;

CUT = 121 CU. YD.

PROPOSED COMPOUND AREA;

CUT = 0 CU. YD.

FILL = 142 CU. YD.

PROPOSED ACCESS ROAD AND PARKING;

CUT = 0 CU. YD.

FILL = 0 CU. YD.

PROPOSED TOWER FOUNDATION, (3) PIERS;

EXCAVATION = 78 CU. YD.

APPROX. TOTAL AREA OF DISTURBANCE OF PROPOSED GRADING = 14,472 SQ. FT.

IMPERVIOUS AREAS

TOTAL PARCEL AREA = 509,229.88 SQ. FT.

PRE-DEVELOPMENT AREA; IMPERVIOUS:

EXISTING COMPOUND = 2,302 SQ. FT.

EXISTING ACCESS & PARKING = 10,300 SQ. FT.

TOTAL = 12,602 SQ. FT.

PERVIOUS = 496,628 SQ. FT.

POST-DEVELOPMENT AREA; IMPERVIOUS:

NEW COMPOUND = 7,698 SQ. FT.

EXISTING COMPOUND = 2,302 SQ. FT.

EXISTING ACCESS & PARKING = 10,300 SQ. FT.

TOTAL = 20,300 SQ. FT.

PERVIOUS = 488,930 SQ. FT

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

10-16-2020 FINAL ZONING DRAWING

4-7-2021 FINAL CD

PROJECT INFORMATION:

COLUMBIA 9-1-1

MEISSNER

LOOKOUT RD, DEER ISLAND,

OR 97054

909 N BEECH STREET

SUITE D

PORTLAND, OR 97227

(503) 387-5331 www.cushing-engr.com

Cushing

Civil Engineers

185 LF SILT FENCE,

SEE DETAIL ON C-6

FLOW

DIRECTION

160 LF SILT FENCE,

SEE DETAIL ON C-6

(EX) FENCED COMPOUND

(P) SHELTER

(P) TOWER

(P) GENERATOR

(P) PROPANE

TANK

PROPERTY LINE

EG 1365.7

FG 1365.7

EG 1366.7

FG 1367.5

EG 1366.9

FG 1367.4

EG 1364.9

FG 1365.4

EG 1365.9

FG 1366.3

EG 1365.7

FG 1366.2

EG 1365.8

FG 1365.8

EG 1366.4

FG 1366.4

EG 1366.9

FG 1366.9

EG 1367.3

FG 1367.3

EG 1367.3

FG 1367.3

EG 1363.8

FG 1363.8

EG 1367.1

FG 1367.1

GRAVELED PARKING

AREA AND ACCESS RD,

REF C-1 - GRAVEL NOT

SHOWN FOR CLARITY

PROPOSED PARKING AND TURN

AROUND AREA DIMENSIONS

SHOWN FOR REFERENCE

EXISTING TREE LINE

REF SURVEY

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OREGON

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RENEWAL DATE 12/31/21

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SCALE: 1" = '

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GRADING AND

EROSION CONTROL

DETAILS

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

10-16-2020 FINAL ZONING DRAWING

4-7-2021 FINAL CD

PROJECT INFORMATION:

COLUMBIA 9-1-1

MEISSNER

LOOKOUT RD, DEER ISLAND,

OR 97054

909 N BEECH STREET

SUITE D

PORTLAND, OR 97227

(503) 387-5331 www.cushing-engr.com

Cushing

Civil Engineers

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.

SETBACKS AND DRAINAGE DIMENSIONS

TEMPORARY SEDIMENT FENCE

GRAVEL CONSTRUCTION ENTRANCEPLASTIC SHEETING 1SCALE: NTS 2SCALE: NTS

3SCALE: NTS

4SCALE: NTS

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OREGON

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RENEWAL DATE 12/31/21

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FENCING NOTES:

1. GATE POST, CORNER, END, OR PULL POST 4" NOMINAL (4" O.D.) SCHEDULE 40 (50

KSI) PIPE, FOR GATE WIDTHS UP TO 6 FEET OR 12 FEET FOR DOUBLE SWING GATE

PER ASTM-F1083.

2. LINE POST: 2-3/8" O.D. 3.65 LBS/LIN FT. ASTM-F1083.

3. TOP RAIL AND BRACE RAIL: 1-1/2" (1.9" O.D.) PIPE 2.72 LBS/LIN FT PER ASTM-F1083.

INSTALL BRACE AT ALL CORNER LOCATIONS AND ADJACENT TO GATES.

4. GATE FRAME: 1-1/2" (1.9 O.D.) 2.72 LBS/LIN FT. ASTM-F1083.

5. FABRIC SHALL BE TWO-INCH CHAINLINK MESH NO. 9 GAUGE (0.148") WIRE. THE

FABRIC SHALL HAVE A KNUCKLED FINISH FOR THE TOP SELVAGES. FABRIC SHALL

CONFORM TO ASTM A-392 CLASS 1.

6. TIE WIRE: MINIMUM 11Ga. GALVANIZED STEEL. PROVIDE A SINGLE WRAP OF

FABRIC, TIE AT POSTS, RAILS, AND AT TENSION WIRE BY HOG RINGS. MAXIMUM

SPACING 24" O.C.

7. TENSION WIRE: MINIMUM 7 Ga. GALVANIZED STEEL.

8. U.N.O. BARBED WIRE: DOUBLE STRAND 12 Ga. 1/2" O.D. TWISTED WIRE TO MATCH

W/ FABRIC, 14 Ga. 4PT. BARBS SPACED ON APPROX. 5" CENTERS.

9. U.N.O. BARBED WIRE GATE GUARDS SHALL BE FITTED WITH DOME CAPS.

10. U.N.O. BARBED WIRE SUPPORT ARMS SHALL BE PRESSED STEEL COMPLETE WITH

SET BOLT AND LOCK WIRE IN THE ARM.

11. PROVIDE TWO 6 FOOT WIDE OUT SWINGING GATES, (UNLESS NOTED OTHERWISE).

NO PERSONNEL GATES ARE REQUIRED (UNLESS AS DIRECTED BY THE

CONSTRUCTION MANAGER). GATES SHALL BE ABLE TO LOCK.

12. U.N.O. GATE POSTS SHALL BE EXTENDED 12 INCHES, INCLUDING DOME CAP, TO

PROVIDE FOR ATTACHMENT OF BARBED WIRE.

13. GATE FRAMES SHALL HAVE A FULL-HEIGHT VERTICAL BRACE, AND A FULL-WIDTH

HORIZONTAL BRACE, SECURED IN PLACE BY USE OF GATE BRACE CLAMPS.

14. GATE HINGES SHALL BE MERCHANTS METAL MODEL 64386 HINGE ADAPTOR WITH

MODEL 6409, 180-DEGREE ATTACHMENT OR APPROVED EQUAL.

15. GATE LATCH: 1-3/8" O.D. PLUNGER ROD W/ MUSHROOM TYPE CATCH.

16. A 6" X 1/2" DIAMETER EYEBOLT TO HOLD TENSION WIRE SHALL BE PLACED AT LINE

POSTS.

17. STRETCHER BARS SHALL BE 3/16" OR HAVE EQUIVALENT CROSS-SECTIONAL AREA.

18. U.N.O. ALL POSTS EXCEPT GATE POSTS SHALL HAVE A COMBINATION CAP AND

BARBED WIRE SUPPORTING ARM.

19. ALL CAPS SHALL BE MALLEABLE IRON, DOME OR ACORN SHAPED AS REQUIRED BY

PIPE SIZE.

20. OTHER HARDWARE MAY INCLUDE BUT NOT BE LIMITED TO TIE CLIPS, BAND CLIPS

AND TENSION BAND CLIPS.

21. U.N.O. WHERE THE USE OF CONCERTINA HAS BEEN SPECIFIED, 24" DIAMETER COIL.

BARBED TAPE, STAINLESS STEEL, CYCLONE FENCE MODEL G8P TO TYPE lll SHALL BE

FURNISHED. IT SHALL BE SUPPORTED ABOVE THE TOP RAIL BY USE OF SIX (6)

BARBED WIRE ARMS POSITIONED ATOP EACH LINE/CORNER POST.

22. U.N.O. ALL CHAINLINK FENCING COMPONENTS MUST BE HOT DIPPED GALVANIZED.

23. WHEN IN USE, PRIVACY SLATS TO BE A NEUTRAL COLOR.

POST DIAMETER

2-3/8"Ø

4"Ø

LINE POST

GATE POST

CORNER POST

6' HIGH GATE/FENCE

POST TYPE

12"Øx33"

16"Øx36"

12'-0"

TYPICAL GATE

FOOTING SIZE

NOTES:

8'-0"- 10'-0"

TYPICAL PANEL

xx x x x x xx x xx x x x x x x x x x x x x x x xx x x x x x x x x x x

4" MAX

x x x x x x x x x x x x x x x x x x x x x x xx x xx x x x x

3 STRANDS OF BARBED WIRE

MOUNTED ON KNEE BRACE AS

SPECIFIED; BRACE TO OUTSIDE

TRUSS OR TENSION ROD AS REQUIRED

GRADE SITE PER NOTES ON

SHEET G-1

2" PLASTIC DARK BROWN

PRIVACY SLATS REQUIRED

FENCE & GATE NOTES:

1. GATE FRAME-1-7/8" OD, TOP & BRACE RAIL-1-5/8" OD, SCH. 40 (50 KSI) ASTM-F1083.

2. FABRIC: 9 GA. CORE WIRE SIZE 2" MESH FABRIC; FABRIC TO TOUCH GRAVEL BASE.

3. TIE WIRE: MINIMUM 11 GA. GALVANIZED STEEL.

4. BARBED WIRE: 12" (3) STRAND.

5. GATE LATCH: SEE DETAIL 3 THIS SHEET; VERIFY WITH CONSTRUCTION MANAGER.

FOOTING W/ 1/2" CROWN; SEE

CHART BELOW FOR SIZE &

DEPTH

POST TO BE SCH. 40 (50 KSI) ON

HINGE SIDE OF ALL GATES

1/4"x3/4" STRETCHER BAR W/

MUSHROOM BANDS

FENCE POST (TYP.); SEE CHART

BELOW FOR SIZE

CHAIN-LINK FABRIC; TO TOUCH

GROUND

TENSION WIRE AT BOTTOM OF

FABRIC

1. ALL POSTS: SCH. 40 (50 KSI) ASTM-F1083

2. ALL FENCING TO BE ENGINEERED BY

FENCING MANUFACTURER & APPROVED

BY PROJ. MGR. FENCE MANUFACTURER IS

TO VERIFY ADEQUACY OF TABULATED

POST & FOOTING SIZES

TOP RAIL

FOR SIGNAGE, SEE DETAIL 5 THIS SHEET

WELDED STEEL HIGH TEST CHAIN

WITH COMBINATION LOCK

2" DIA GALVENIZED STEEL PIPES

CONCRETE MUSHROOM GATE STOP INSTALLED

ABOVE THE FINAL GRAVELED GRADE

(INSTALL PER MANUFACTURER'S INSTRUCTIONS)

6'- 0"

1" MAX.

1'- 0"

COMPOUND SIDEEXTERIOR SIDE

TYPICAL COMPOUND

ROCK SECTION

BOTTOM OF FENCE FABRIC

SLIM18/PC

MANUFACTURER

RAB LIGHTING

DIMENSIONS

6.5"X8.75"X3.9"

MODEL NUMBER WEIGHT

4.5 lbs

EXTERIOR SHELTER LIGHT

PROVIDED WITH STATE

APPROVED SHELTER

" E

L P

" E

L S

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 WCCCA PM IF SPARE

CONDUIT TO BE PLACED IN

TRENCH FOR FUTURE

SIGN DETAILS

TYPICAL FENCE ELEVATION

GATE LOCK & CENTER STOP 3SCALE: NTS

COMPOUND

DETAILS I

C-7

SHEET NUMBER:

SHEET TITLE:

1SCALE: NTS

TYPICAL FENCE SECTION 2SCALE: NTS

GENERAL FENCE NOTES 4SCALE: NTS

5SCALE: NTS

SIGN NOTES:

1. SIGN MATERIAL: 18GA

ALUMINUM

2. LETTERING COLOR =

BLACK / WHITE

3. BACKGROUND COLOR =

WHITE / BLUE

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

SIGN NOTES:

1. SIGN MATERIAL: 18GA

ALUMINUM

2. LETTERING COLOR =

BLACK / WHITE

3. BACKGROUND COLOR =

WHITE / GREEN

THIS IS AN ACTIVE ANTENNA SITE

IN CASE OF EMERGENCY

OR FOR INFORMATION CALL

503-397-7255

COLUMBIA 9-1-1

SITE NAME: MEISSNER

TOWER

REGISTRATION #: 0001561430

10"

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

10-16-2020 FINAL ZONING DRAWING

4-7-2021 FINAL CD

PROJECT INFORMATION:

COLUMBIA 9-1-1

MEISSNER

LOOKOUT RD, DEER ISLAND,

OR 97054

909 N BEECH STREET

SUITE D

PORTLAND, OR 97227

(503) 387-5331 www.cushing-engr.com

Cushing

Civil Engineers

6SCALE: NTSLED SHELTER LIGHT 7SCALE: NTSPOWER TRENCH

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MSDS:

AutoCAD SHX Text This site contains lead acid batteries.

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IN CASE OF AN EMERGENCY

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CALL

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PROJECT NAME

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PROJECT #

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AutoCAD SHX Text Obey all posted signs and information for working in radio frequency environments.

AutoCAD SHX Text In accordance with Federal Communications Commission Rules on Radio Frequency Emissions - 47 CFR, Subpart H, Part 22.

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GENERAL INFORMATION FOR WORKING IN THE AREA OF ANTENNAS

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* All personnel entering this All personnel entering this site must be authorized. * Obey all posted signs. Obey all posted signs. * Assume all antennas are Assume all antennas are active. * Maintain minimum distance Maintain minimum distance of 3 feet clearance from antennas.

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OREGON

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RENEWAL DATE 12/31/21

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4" OF 3/4" CHIP ROCK;

NO FINES

GEOTEXTILE FABRIC,

TYPAR-3401

OR EQUIVALENT

4" OF 3/4"-MINUS

CRUSHED ROCK

COMPACTED 95%

SUBSOIL COMPACTED TO 92% OF

MAXIMUM DRY DENSITY MIN. PER

ASTM-D1557

NOTE: STRIP ALL ORGANICS

3" MIN OF 3/4" MINUS CRUSHED

ROCK COMPACTED TP 95% IN

ACCORDANCE WITH ASTM-D698

GEOTEXTILE FABRIC,

MIRAFI 500X (12"

OVERLAP AT SEAMS)SUBSOIL COMPACTED TO 92% OF

MAXIMUM DRY DENSITY MIN PER

ASTM-D1557

NOTES:

1. CONTRACTOR SHALL STRIP SUPERFICIAL, SOFT, WET, ORGANIC OR DELETERIOUS SOILS TO

EXPOSE FIRM AND UNYIELDING SOIL (BETWEEN 6" & 12"). IF STRIPPING IS REQUIRED DEEPER

THAN 12", CONTRACTOR SHALL CONTACT THE SITE CONSTRUCTION MANGER TO DETERMINE

THE APPROPRIATE STRIPPING DEPTH AT THE TIME OF CONSTRUCTION.

2. MATERIAL AND INSTALLATION SHALL CONFORM TO CURRENT ODOT/APWA STANDARD

SPECIFICATIONS AND MANUFACTURERS RECOMMENDATIONS.

6" TO 12" OF 1" MINUS

CRUSHED ROCK COMPACTED

TO 95%…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Apr 3, 2024.