RUSTLER PEAK_ECSO_BID DRAWING_11-06-23.pdf

SHEET INDEX

FROM MEDFORD, OR:

1. TAKE W 4TH ST TO N RIVERSIDE AVE

0.4 MI

2. TURN LEFT ONTO N RIVERSIDE AVE

1.1 MI

3. USE THE RIGHT 2 LANES TO TURN SLIGHTLY RIGHT TOWARD

OR-62 E

430 FT

4. USE ANY LANE TO TURN RIGHT ONTO OR-62 E ; PASS BY TACO

BELL (ON THE RIGHT IN 0.8 MI)

1.1 MI

5. SLIGHT LEFT ONTO OR-62/ROGUE VALLEY EXPY

4.4 MI

6. USE ANY LANE TO TURN LEFT ONTO OR-62 E

3.0 MI

7. CONTINUE STRAIGHT TO STAY ON OR-62 E

6.1 MI

8. TURN RIGHT ONTO BUTTE FALLS HWY

15.5 MI

9. CONTINUE ONTO BROAD ST

0.3 MI

10. CONTINUE ONTO LAUREL AVE

0.2 MI

11. SLIGHT LEFT ONTO FISH LAKE RD

0.6 MI

12. TAKE RANCHERIA RD AND NF-32 TO 642

44 MIN (18.6 MI)

EST. TIME: 1 HOUR 29 MINS.

EST. MILEAGE: 51.5 MI

PROJECT INFORMATION PROJECT INFORMATION CONTINUED DRIVING DIRECTIONS

VICINITY MAP

PROPERTY OWNER:

USFS

UNITED STATES OF AMERICA

PO BOX 220

ASHLAND, OR 97520

CONTACT:

TBD

JURISDICTION:

JACKSON COUNTY

COUNTY:

JACKSON COUNTY

ZONING:

FR (FOREST RESOURCE)

PARCEL NUMBER(S) & AREA:

TAX LOT#: 344E 100

SQ FEET: ±965,095,758

ACRES: ±22,155.55

PROJECT LOCATION:

LAT: N 42° 37' 09.4" (42.619273)

LONG: W 122° 20' 53.8" (-122.348281)

*GROUND ELEVATION (ASML) = 6,103'±

*INFORMATION OBTAINED FROM GOOGLE EARTH

UTILITY PROVIDERS:

TELCO PROVIDER: TBD

POWER PROVIDER: EXISTING OFF-GRID SITE

GENERAL INFORMATION:

1. TRAFFIC IS UNAFFECTED

2. SIGNAGE AT SITE IS PROPOSED

3. SITE IS UNMANNED AND HANDICAP ACCESS IS NOT REQUIRED

CODE INFORMATION: TBD

1. IBC-2018 INTERNATIONAL BUILDING CODE

2. NEC-2017 NATIONAL ELECTRIC CODE

3. 2019 OREGON STRUCTURAL SPECIALITY CODE

4. 2017 NFPA 58 CODE

5. OCCUPANCY GROUP: U

6. CONSTRUCTION TYPE: II-B

SITE NAME:

RUSTLER PEAK

LOCATION:

PARKER MEADOWS RD., BUTTE FALLS, JACKSON COUNTY, OR 97522

PROJECT AREA:

TOTAL COMPOUND AREA - 960 SQ FEET ±

ACCESS DRIVE AND PARKING - EXISTING ACCESS ROAD

TOTAL - 960 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

01-17-23 SITE SKETCH

01-17-23 PRELIMINARY ZONING DRAWINGS

07-10-23

REVISED PRELIMINARY ZONING DRAWINGS

09-25-23 REVISED PRELIMINARY ZONING DRAWINGS

11-06-23 BID DRAWINGS

PROJECT INFORMATION:

ECSO 9-1-1

RUSTLER PEAK

PARKER MEADOWS RD.,

BUTTE FALLS

JACKSON COUNTY, OR 97522

12725 SW MILLIKAN WAY

SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing

Civil Engineers

Civil Engineers

N

O

T

F

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C

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N

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T

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U

C

T

I

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COVER

SHEET

SHEET NUMBER:

SHEET TITLE:

T-1

APPLICANT:

ECSO 911 (EMERGENCY COMMUNICATIONS OF SOUTHERN OREGON)

400 PECH ROAD

CENTRAL POINT, OR 97502

CONTACT:

JODY HATHAWAY

541-774-5062

PROJECT MANAGER:

JODY HATHAWAY

541-774-5062

CONSTRUCTION

MANAGER:

JODY HATHAWAY

541-774-5062

ZONING CONTACT:

CUSHING CIVIL ENGINEERS

12725 SW MILLIKAN WAY,

SUITE 300

BEAVERTON, OR 97005

ROB HOWE

503-387-5331

ENGINEER OF RECORD:

CUSHING CIVIL ENGINEERS

12725 SW MILLIKAN WAY, SUITE 300

BEAVERTON, OR 97005

KENNY MCMANAWAY

503-387-5331

SURVEYEOR

ORION GEOMATICS

1724 23RD AVE

FOREST GROVE, OR 97116

JOHN PUTNAM

503-359-1688

1. PROPOSED MODIFICATION OF AN EXISTING PUBLIC SAFETY

COMMUNICATION FACILITY FOR JACKSON COUNTY.

2. PROPOSED INSTALLATION OF THE FOLLOWING EQUIPMENT ON A

NEW 100' SELF-SUPPORT TOWER:

* ANTENNAS WITH ASSOCIATED ANCILLARY EQUIPMENT

3. PROPOSED INSTALLATION OF THE FOLLOWING EQUIPMENT ON

AN EXISTING SHELTER:

* (1) GENERATOR

PROJECT DESCRIPTION

SCALE: NTS SCALE: NTS

CONSTRUCTION SUBMITTAL:

T-1 COVER SHEET

V-1 EXISTING CONDITIONS (SURVEY)

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 INTERIOR SHELTER PLAN

C-5 COMPOUND DETAILS I

C-6 COMPOUND DETAILS II

C-7 GENERATOR & PROPANE TANK DETAILS

E-1 SITE GROUNDING PLAN

E-2 GROUNDING DETAILS I

E-3 GROUNDING DETAILS II

E-4 GROUNDING DETAILS III

RF-1.0 RF TOWER APPURTENANCES I

RF-1.1 MICROWAVE ANTENNA DETAIL

RF-1.2 MICROWAVE ICE-SHIELD DETAIL

RF-2.0 RF TOWER APPURTENANCES II

RF-2.1 ANTENNA MOUNT DETAILS

TOWER DRAWINGS BY WESTERN UTILITY

T-1 SHEET

S-1 SHEET

F-1 SHEET RUSTLER PEAK RD

BID

D

RAWIN

GS

G

STA: 120

DESC: CNTL SET 1-1/8"BP "ORION CNTL"

N: 318,316.47 E: 429,246.24

Z: 6,208.36

STA: 121

DESC: CNTL SET 1/2"IR W/OPC "ORION CNTL"

N: 318,304.59 E: 429,085.50 Z: 6,198.01

STA: 122

DESC: CNTL SET 1/2"IR W/OPC "ORION CNTL"

N: 318,367.43 E: 429,086.56 Z: 6,195.83

FIRFIR

FIR

FIR

FIR

FIR

FIR

FIR

PROPANE TANKS

GRAVEL

22.4'

22.4'

.3

.3

SIN

GLE

STORY W

OOD BUILD

IN

G

FIR

E LO

OKOUT

(H

EIG

HT 62

GRAVEL DRIVE

6,190

6,195

6,200

6,205

6, 6,186

6,197

6,202

6,203

6,2

6,201

DOORS

STAIRS

CONCRETE ANTENNA BASE

TREE LINE

W

S

N

E

LATTICE TOWER TOP

6253.4

GUY TOWER TOP

6270.9

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

PROJECT INFORMATION:

ECSO 9-1-1

12725 SW MILLIKAN WAY

SUITE 300

BEAVERTON, OR 97005

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

Cushing Civil Engineers

Civil Engineers orion

GEOMATICS

Because the world is a spatial place

TM

1724 23rd Avenue | Forest Grove OR 97116 T: 503.359.1688 | www.oriongeomatics.com

DATE RELEASE

08/17/2023 INITIAL SURVEY RELEASE0

X

SD

SS

W

G

P

FO

CTV

O/H

LEGEND:

CENTERLINE OF ROAD

RIGHT-OF-WAY LINE

SECTION LINE

BOUNDARY LINE

PROPERTY / LOT LINE

EASEMENT LINE

CURB

EDGE OF CONCRETE

EDGE OF PAVEMENT

EDGE OF GRAVEL

STRIPING

CHAIN LINK FENCE

WOOD / METAL FENCE

WIRE FENCE

CANOPY

RAMP

CONCRETE

OVERHEAD UTILITIES

BURIED CABLE TV

BURIED FIBER OPTIC

BURIED POWER

GAS LINE

WATER LINE

SANITARY SEWER

STORM DRAIN

O/P

O/C OVERHEAD COMS LINE

OVERHEAD POWER

C BURIED COMS LINE

NATURAL GAS VAULT

NATURAL GAS VALVE

NATURAL GAS RISER

NATURAL GAS METER

IRRIGATION VALVE

WATER VALVE

WATER METER

FIRE AUTO

CONNECTION

FIRE HYDRANT

MANHOLE (UNK /

OTHER TYPE)

STORM INLET

DRY WELL

STORM MANHOLE

CLEAN OUT

SANITARY LIFT STATION

SANITARY VAULT

SANITARY MANHOLE

SS

STORM INLET (ROUND)

CB

SD

STORM INLET LID

STORM VAULT

CO

HANDHOLE (UNK /

OTHER TYPE)

RISER (UNK / OTHER

TYPE)

VAULT (UNK / OTHER

TYPE)

FW

FW

FW

FIRE RISER

FIRE VALVE

FIRE VAULT

IRR

IRR

IRRIGATION RISER

IRRIGATION VAULT

W

W

W

WATER MANHOLE

WATER RISER

WATER VAULT

G

G

SET MONUMENT AS

NOTED

FOUND MONUMENT AS

NOTED

POLE

UTILITY POLE W/DROP

GUY ANCHOR

TRANSFORMER

POWER METER

POWER RISER

POWER VAULT

LUMINAIRE / STREET

LIGHT

TRAFFIC SIGNAL

SIGNAL CONTROL BOX

CONIFER TREE

DECIDUOUS TREE

SHRUB

PHOTO CONTROL

SET CONTROL AS NOTED

FOUND CONTROL AS

NOTED

BENCH MARKSIGN

MAIL BOX

BOLLARD

RR CROSSING GATE

RR CROSSING SIGNAL

(NO GATE)

TEST BORE

MONITOR WELL

A

BRS

IP

IR

ALC

YPC

A/C ASPHALTIC CONCRETE

YELLOW PLASTIC CAP

ALUMINIUM CAP

IRON ROD

IRON PIPE

BRASS

AS-BUILT INFORMATION

RPC RED PLASTIC CAP

OPC ORANGE PLASTIC CAP

ENCROACHMENT

UKN UNKNOWN

P

P

P

P

P

POWER HANDHOLE

POWER MANHOLE

C

CTV

FO

C

C

C

COMS HANDHOLE

COMS COMMUNICATIONS

COMS RISER

COMS VAULT

COMS MANHOLE

FO

FO

T

T

T

T

CTV

CTV

TELCO HANDHOLE

TELCO RISER

TELCO VAULT

TELCO MANHOLE

FIBER HANDHOLE

FIBER RISER

FIBER VAULT

CABLE TV HANDHOLE

CABLE TV RISER

CABLE TV VAULT

F

FUEL FILLER

FUEL MANHOLE

SIG

SIG

PEDESTRIAN SIGNAL

SIGNAL VAULT

SIGNAL HANDHOLE

YARD LIGHT

TOWER

RR

RR

RR RR VAULT

RR HANDHOLE

RR RISER

RR SWITCH THROW

RR SIGNAL

VENT

PALM TREE

FOUND MONUMENT AS

NOTED (ALTERNATE)

SET MONUMENT AS

NOTED (ALTERNATE)

FOUND SECTION

CORNER AS NOTED

FOUND QUARTER

CONER AS NOTED

SET SECTION CORNER

AS NOTED

SET QUARTER CONER

AS NOTED

TEST PIT

TB

TP

HIGH OCCUPANCY

VEHICLE

HANDICAP PARKING

BIKE LANE

RAILROAD CROSSING

HFL HELD FOR LINE

SFNF SEARCHED FOR NOT

FOUND

BP COPPER PLUG

IRR IRRIGATION LINE

SG BURIED SIGNAL

ASPHALTIC CONCRETE

ECSO RUSTLER

BASE.DWG SECTION 16, T34SR04E, WM

RUSTLER PEAK

PARKER MEADOWS RD.,

BUTTE FALLS

JACKSON COUNTY, OR 97522

SURVEYOR'S NOTES:

1. FIELD SURVEY AND MAPPING PERFORMED ON JULY 7TH, 2023 BY J.

PUTNAM UTILIZING A LEICA MS50 ROBOTIC TOTAL STATION AND

LEICA GS16 GNSS RECEIVERS.

2. BEARINGS ARE BASED ON THE NAD 1983[2011 EPOCH 2010]

OREGON COORDINATE REFERENCE SYSTEM, GRANTS PASS TO

ASHLAND ZONE AS DETERMINED BY GNSS OBSERVATION TO THE

OREGON REAL-TIME GNSS NETWORK.

3. ELEVATIONS ARE BASED NAVD 1988 AS ESTABLISHED BY GNSS

OBSERVATION TO THE OREGON REAL-TIME GNSS NETWORK.

4. UNITS ARE STATED IN INTERNATIONAL FEET.

5. ALL DISTANCES ARE GRID BASED ON THE LOW DISTORTION ZONE.

6. TRUE GEODETIC AZIMUTH = GRID AZIMUTH (BEARING BASIS) +

MAPPING ANGLE. THE MAPPING ANGLE IS 0°40'01". THE MAGNETIC

DECLINATION FROM TRUE GEODETIC AZIMUTH IS 14°09' EAST.

7. THE TERM "CERTIFY" (OR ITS DERIVATIVES) SHALL MEAN A

STATEMENT SIGNED AND/OR SEALED BY A SURVEYOR

REPRESENTING THAT THE SURVEYOR'S KNOWLEDGE,

INFORMATION AND BELIEF, IN ACCORDANCE WITH COMMONLY

ACCEPTED PROCEDURES CONSISTENT WITH APPLICABLE

STANDARDS OF PRACTICE, AND IS NOT A GUARANTY OR

WARRANTY, EITHER EXPRESSED OR IMPLIED.

8. THIS SURVEY SHOWS ONLY THOSE DEDICATIONS AND EASEMENTS

CONTAINED IN THE SUPPLIED TITLE SEARCH. IT IS POSSIBLE THAT

OTHER RECORDED OR UNRECORDED INSTRUMENTS AFFECTING

THIS PROPERTY MAY EXIST.

9. ORION GPS, INC. MAKES NO WARRANTIES AS TO MATTERS OF

UNWRITTEN TITLE SUCH AS ADVERSE POSSESSION,

ACQUIESCENCE, ESTOPPLE, ETC.

10. ALL STATEMENTS WITHIN THE CERTIFICATION, AND OTHER

REFERENCES LOCATED ELSEWHERE HEREON, RELATED TO:

UTILITIES, IMPROVEMENTS, STRUCTURES, BUILDINGS, PARTY

WALLS, EASEMENTS, SERVITUDES, AND ENCROACHMENTS; ARE

BASED SOLELY ON ABOVE GROUND, VISIBLE EVIDENCE, UNLESS

ANOTHER SOURCE OF INFORMATION IS SPECIFICALLY

REFERENCED HEREON.

11. NO UTILITIES WERE MARKED PRIOR TO SURVEY.

UTILITY STATEMENT:

THE UNDERGROUND UTILITIES SHOWN ARE BASED ON SURVEYED

UTILITY LOCATE MARKINGS AND EXISTING DRAWINGS. THE SURVEYOR

MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN

COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR

ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT

THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION

INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS

ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE

SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND

UTILITIES.

REFERENCES:

SURVEYS: BLM GCDB

DEEDS: NONE

TITLE REPORT: NONE

FEET

1:120

40200 10 jdpor

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

01-17-23 SITE SKETCH

01-17-23 PRELIMINARY ZONING DRAWINGS

07-10-23 REVISED PRELIMINARY ZONING DRAWINGS

09-25-23 REVISED PRELIMINARY ZONING DRAWINGS

11-06-23 BID DRAWINGS

PROJECT INFORMATION:

ECSO 9-1-1

RUSTLER PEAK

PARKER MEADOWS RD.,

BUTTE FALLS

JACKSON COUNTY, OR 97522

12725 SW MILLIKAN WAY

SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing

Civil Engineers

Civil Engineers

N

R

C

O

N

S

T

R

U

C

T

I

O

N

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

WATER

CENTERLINE

COAX

POWER/TELCO

TELCO

COAX COAX

EASEMENT

PROPERTY LINE

GAS

UNDERGROUND POWER

CEDAR FENCE

CHAINLINK FENCE

ABBREVIATIONS LEGEND

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

DESIGN LOADS:

W W

OVERHEAD POWER

G G G G G G

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:

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):

P PROPOSED

OHP OHP OHP OHP OHP

LPG LPG LPG LPG

PROPANE

GENERAL

NOTES

SHEET NUMBER:

SHEET TITLE:

G-1

ROOF SNOW LOAD DATA - GROUND SNOW LOAD: 442 PSF

FLAT-ROOF SNOW LOAD: 25 PSF

SNOW EXPOSURE FACTOR: **

SNOW LOAD IMPORTANCE FACTOR: **

THERMAL FACTOR: **

WIND DESIGN DATA - ULTIMATE DESIGN WIND SPEED: 106 MPH

RISK CATEGORY: IV

WIND EXPOSURE: C

INTERNAL PRESSURE COEFFICIENT: **

DESIGN WIND PRESSURES;

WIND LOAD HORIZONTAL (MWFRS):**

WIND LOAD (UPLIFT) (MWFRS): **

EARTHQUAKE DESIGN DATA - RISK CATEGORY: IV

SEISMIC IMPORTANCE FACTOR: 1.5*

MAPPED SPECTRAL RESPONSE ACCEL-

ERATION PARAMETERS;

SS 0.65 *

S1 0.28*

SITE CLASS: B/C*

DESIGN SPECTRAL RESPONSE ACCEL-

ERATION PARAMETERS;

SDS 0.39*

SD1 19*

SEISMIC DESIGN CATEGORY: D*

BASIC SEISMIC FORCE-RESISTING

SYSTEM: BEARING WALL

DESIGN BASE SHEAR: **

SEISMIC RESPONSE COEFFICIENT: **

RESPONSE MODIFICATION COEFFICIENT: **

ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL

FORCE PROCEDURE

GEOTECHNICAL INFORMATION - ALLOWABLE BEARING CAPACITY: 2,500 PSF*

* INFORMATION BASED ON GEOTECH REPORT BY BLACK MOUNTAIN DATED SEPTEMBER 18, 2023.

** PER MANUFACTURER

BID

D

,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

01-17-23

SITE SKETCH

01-17-23 PRELIMINARY ZONING DRAWINGS

07-10-23 REVISED PRELIMINARY ZONING DRAWINGS

09-25-23

REVISED PRELIMINARY ZONING DRAWINGS

11-06-23 BID DRAWINGS

PROJECT INFORMATION:

ECSO 9-1-1

RUSTLER PEAK

PARKER MEADOWS RD.,

BUTTE FALLS

JACKSON COUNTY, OR 97522

12725 SW MILLIKAN WAY

SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing

Civil Engineers

Civil Engineers

N

R

C

O

N

S

T

R

U

C

T

I

O

N

GRADING &

EROSION

CONTROL PLAN

SHEET NUMBER:

SHEET TITLE:

ER-1

11X17 SCALE: 1" = 14' 22X34 SCALE: 1" = 7' 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 = NA

STRIPPING FOR ACCESS ROAD AND PARKING;

CUT = NA

PROPOSED COMPOUND AREA;

CUT = NA

FILL = NA

PROPOSED ACCESS ROAD AND PARKING;

CUT = NA

FILL = NA

PROPOSED TOWER FOUNDATION;

EXCAVATION = 75 CU. YD.

APPROX. TOTAL AREA OF DISTURBANCE OF PROPOSED GRADING = 960 SQ. FT.

REFER TO GEO-TECHNICAL ENGINEERING EVALUATION BY BLACK MOUNTAIN DATED 09/18/2023.

NOT USED

EXISTING GRADE

PROPOSED GRADE

TEMPORARY SILT FENCE

CONSTRUCTION ENTRANCE

FLOW DIRECTION

GROUND ELEVATION

LEGEND

FLOW DIRECTION, TYP

(P) 100' SELF-SUPPORT TOWER

6,201

6,201

6,202

6,203

6,197

6,200

6,205

6,195

6,190

(EX) ECSO GUY TOWER

TO BE REMOVED

(EX) USFS GUY TOWER

TO BE REMOVED

6,2

BID

D

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

01-17-23

SITE SKETCH

01-17-23 PRELIMINARY ZONING DRAWINGS

07-10-23 REVISED PRELIMINARY ZONING DRAWINGS

09-25-23

REVISED PRELIMINARY ZONING DRAWINGS

11-06-23 BID DRAWINGS

PROJECT INFORMATION:

ECSO 9-1-1

RUSTLER PEAK

PARKER MEADOWS RD.,

BUTTE FALLS

JACKSON COUNTY, OR 97522

12725 SW MILLIKAN WAY

SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing

Civil Engineers

Civil Engineers

N

R

C

O

N

S

T

R

U

C

T

I

O

N

GRADING &

EROSION

CONTROL

DETAILS

SHEET NUMBER:

SHEET TITLE:

ER-2

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.

TOE OF

SLOPE

P

L

P

L

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

3SCALE: NTS

2SCALE: NTS

4SCALE: NTS

1SCALE: NTS GRAVEL CONSTRUCTION ENTRANCE

TEMPORARY SEDIMENT FENCE

PLASTIC SHEETING SETBACKS AND DRAINAGE DIMENSIONS

BID

D

© 2023 Microsoft Corporation Earthstar Geographics SIO © 2023 TomTom

OVERALL SITE PLAN

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

01-17-23

SITE SKETCH

01-17-23

PRELIMINARY ZONING DRAWINGS

07-10-23

REVISED PRELIMINARY ZONING DRAWINGS

09-25-23

REVISED PRELIMINARY ZONING DRAWINGS

11-06-23

BID DRAWINGS

PROJECT INFORMATION:

ECSO 9-1-1

RUSTLER PEAK

PARKER MEADOWS RD.,

BUTTE FALLS

JACKSON COUNTY, OR 97522

12725 SW MILLIKAN WAY

SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing

Civil Engineers

Civil Engineers

N

R

C

O

N

S

T

R

U

C

T

I

O

N

OVERALL

SITE PLAN

SHEET NUMBER:

SHEET TITLE:

C-1

PROPOSED PROJECT AREA

SEE SHEET C-2 FOR DETAILS

11X17 SCALE: 1" = 4,000' 22X34 SCALE: 1" = 2,000' 1

APPROX. (EX) INGRESS /

EGRESS FROM NF-37 ROAD

TO LODGEPOLE RD (NF-34) &

BUTTE FALLS PROSPECT RD

(EX) ACCESS ROAD

TAX LOT#: 344E - 100

ACCOUNT ID#: 1-053906-9

ZONING

FR (FOREST RESOURCE)

ZONING

FR (FOREST RESOURCE)

ZONING

FR (FOREST RESOURCE)

ZONING

FR (FOREST RESOURCE)

ZONING

FR (FOREST RESOURCE)

±17361'-8"

±1

'-2

±2

'-1 1"

±13927'-7"

NOTE:

THIS IS NOT A SURVEY; ALL EXISTING

INFORMATION IS PROVIDED BY GIS AND

AERIAL INFORMATION.

(EX) ACCESS ROAD BID

D

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

01-17-23 SITE SKETCH

01-17-23 PRELIMINARY ZONING DRAWINGS

07-10-23

REVISED PRELIMINARY ZONING DRAWINGS

09-25-23 REVISED PRELIMINARY ZONING DRAWINGS

11-06-23 BID DRAWINGS

PROJECT INFORMATION:

ECSO 9-1-1

RUSTLER PEAK

PARKER MEADOWS RD.,

BUTTE FALLS

JACKSON COUNTY, OR 97522

12725 SW MILLIKAN WAY

SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing

Civil Engineers

Civil Engineers

N

R

C

O

N

S

T

R

U

C

T

I

O

N

ENLARGED SITE

PLAN

C-2

SHEET NUMBER:

SHEET TITLE:

11X17 SCALE: 1" = 24' 22X34 SCALE: 1" = 12' ENLARGED SITE PLAN

(EX) ACCESS ROAD

(EX) GAS LINE

(P) PRIMARY FUEL BREAK

(50' OFFSET FROM NEW SHELTER)

CONTRACTOR TO MAINTAIN PER JACKSON

COUNTY REQ. IN SECTION 8.7.1.B OF LDO

(P) SECONDARY FUEL BREAK

(100' OFFSET FROM NEW SHELTER)

CONTRACTOR TO MAINTAIN PER

JACKSON COUNTY REQ. IN

SECTION 8.7.1.B OF LDO

NOTES:

1. TOWER INFO SHOWN FOR CONCEPTUAL USE ONLY.

SEE TOWER STRUCTURAL DESIGN BY OTHERS.

2. EXISTING INFORMATION IS PROVIDED BY GIS,

SURVEY & SITE WALK NOTES.

(EX) GUY TOWER TO BE REMOVED

(P) ICE-BRIDGE

(±13.5 LF)

SEE SHEET C-5

FOR DETAIL

(EX) GUY TOWER

TO BE REMOVED

(EX) PROPANE TANK,

TYP OF (2)

TAX LOT#: 344E - 100

ACCOUNT ID#: 1-053906-9

ZONING

FR (FOREST RESOURCE)

(EX) USFS LOOKOUT TOWER

(P) 100' SELF-SUPPORT

TOWER

SEE SHEET C-3 FOR

ELEVATION

(EX) TREELINE, TYP

(EX) GUY WIRE, TYP

(EX) EQUIPMENT

SHELTER TO REMAIN

(P) TOWER FOUNDATION

5'

SEE SHEET C-4 FOR

GENERATOR INSTALLATION

INSIDE EXISTING SHELTER

BID

D

C

A X

C O

A X

C O

A X

C O

A X

C O

A X

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

01-17-23 SITE SKETCH

01-17-23 PRELIMINARY ZONING DRAWINGS

07-10-23

REVISED PRELIMINARY ZONING DRAWINGS

09-25-23 REVISED PRELIMINARY ZONING DRAWINGS

11-06-23 BID DRAWINGS

PROJECT INFORMATION:

ECSO 9-1-1

RUSTLER PEAK

PARKER MEADOWS RD.,

BUTTE FALLS

JACKSON COUNTY, OR 97522

12725 SW MILLIKAN WAY

SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing

Civil Engineers

Civil Engineers

N

R

C

O

N

S

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11X17 SCALE: 1" = 16' 22X34 SCALE: 1" = 8'EXISTING SOUTH ELEVATION 1 PROPOSED SOUTH ELEVATION 2

ELEVATIONS

C-3

SHEET NUMBER:

SHEET TITLE:

GROUND LEVEL (GL)

(EX) SHELTER TOP ±15.0' AGL

(P) TOWER TOP ±100.0' AGL

(P) 100' SELF-SUPPORT LATTICE

TOWER; CAPACITY OF TOWER &

ITS FOUNDATION TO SUPPORT

PROPOSED LOADING TO BE

PROVIDED BY OTHERS

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

(EX) TOWER TOP ±48.0' AGL

GROUND LEVEL (GL)

(EX) ANTENNA TOP ±54.0' AGL

(P) CABLE LADDER

(P) ANTENNA BASE ±40.0' AGL

(P) MICROWAVE ANTENNA CL ±75.0' AGL

NOTES:

· SEE FINAL TOWER DESIGN PRIOR TO

REMOVAL AND/OR RELOCATION OF

EXISTING ANTENNAS

· TOWER REMOVAL BY OTHERS

(P) CABLE ROUTE PER FINAL

TOWER AND/OR MOUNT ANALYSIS

(P) 6'Ø MICROWAVE ANTENNA;

MODEL# VHLP6-6W

AZIMUTH = 299.8°

TO LOST CREEK (FLOUNCE ROCK)

(EX) EQUIPMENT SHELTER

(P) CABLE BRIDGE

(EX) TOWER TO BE

REMOVED, TYP OF (2)

(EX) EQUIPMENT

SHELTER TO REMAIN

(EX) PROPANE TANK TO REMAIN,

TYP OF (2)

(P) 6'Ø MICROWAVE ANTENNA;

MODEL# VHLP6-6W

AZIMUTH = 194.27°

(TO TABLE MOUNTAIN)

(P) 8' OMNI-TX ANTENNA;

MODEL# DS1F00P36U-D

AZIMUTH = OMNI

NOTES:

1. TOWER INFO SHOWN FOR CONCEPTUAL USE ONLY. SEE

TOWER STRUCTURAL DESIGN BY OTHERS.

2. EXISTING TREES NOT SHOWN FOR CLARITY.

3. PROPOSED ANTENNAS TO BE LIGHT GRAY OR LIGHT BLUE

IN COLOR.

4. TOWER TO BE PAINTED A DULL, NON-REFLECTIVE GRAY

COLOR.

(EX) ANTENNA TOP ±62.0' AGL

(EX) GUY WIRE, TYP

(EX) ANTENNA & ASSOCIATED

EQUIPMENT TO BE REMOVED, TYP

(P) 20' VHF 4 BAY DIPOLE ANTENNA;

MODEL# OA40-41

AZIMUTH = 270°

(P) ICE-SHIELD, TYP

(P) ANTENNA BASE ±80.0' AGL

(P) MICROWAVE ANTENNA CL ±81.0' AGL

(P) MICROWAVE ANTENNA CL ±55.0' AGL

(P) 6'Ø MICROWAVE ANTENNA;

MODEL# VHLP6-6W

AZIMUTH = 194.27°

(TO TABLE MOUNTAIN)

(EX) PROPANE TANK, TYP OF (2)

(EX) SHELTER TOP ±15.0' AGL

(EX) ATTIC ACCESS

BID

D

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

01-17-23 SITE SKETCH

01-17-23 PRELIMINARY ZONING DRAWINGS

07-10-23

REVISED PRELIMINARY ZONING DRAWINGS

09-25-23 REVISED PRELIMINARY ZONING DRAWINGS

11-06-23 BID DRAWINGS

PROJECT INFORMATION:

ECSO 9-1-1

RUSTLER PEAK

PARKER MEADOWS RD.,

BUTTE FALLS

JACKSON COUNTY, OR 97522

12725 SW MILLIKAN WAY

SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing

Civil Engineers

Civil Engineers

N

R

C

O

N

S

T

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T

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11X17 SCALE: 1" = 4' 22X34 SCALE: 1" = 2'EXISTING INTERIOR SHELTER PLAN 1 PROPOSED INTERIOR SHELTER PLAN 2

INTERIOR

SHELTER PLAN

C-4

SHEET NUMBER:

SHEET TITLE:

11X17 SCALE: 1" = 4' 22X34 SCALE: 1" = 2'

(EX) AC UNIT

(EX) EQUIPMENT RACK WITH

ASSOCIATED ANCILLARY

EQUIPMENT TO BE REMOVED, TYP

(EX)BATTERY TO BE

REMOVED, TYP

OTHER PROPOSED WORK;

1. INSTALL GENERATOR INSIDE SHELTER; MODIFY ROOM TO MEET MECHANICAL CODES

2. INSTALL ATS AND MTS IN GENERATOR ROOM

3. SEAL EQUIPMENT ROOM OFF FROM GENERATOR ROOM

4. PATCH, SEAL AND PAINT INTERIOR WALL WHERE REQ'D

5. PERMANENTLY LABEL ALL OUTLETS WITH APPROPRIATE CIRCUIT ID FROM PANEL

6. VERIFY EACH CRITICAL PIECE OF EQUIPMENT HAS DEDICATED CIRCUIT AND

DEDICATED SIMPLEX RECEPTACLE

7. INSTALL IMPORTANT PHONE NUMBERS ON WALL IN SHELTER

8. ADD SIGNAGE IN SHELTER WHERE REQ'D

9. UPGRADE SMOKE AND CO2 DETECTOR

(P) EXHAUST LOUVER

(P) GENERATOR

(P) INTAKE

LOUVER

(P) GENERATOR

RECEPTACLE

(P) MTS

(P) ATS

(P) NEC

CLEARANCE ZONE

BID

D

COMPOUND

DETAILS I

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

01-17-23 SITE SKETCH

01-17-23 PRELIMINARY ZONING DRAWINGS

07-10-23 REVISED PRELIMINARY ZONING DRAWINGS

09-25-23

REVISED PRELIMINARY ZONING DRAWINGS

11-06-23 BID DRAWINGS

PROJECT INFORMATION:

ECSO 9-1-1

RUSTLER PEAK

PARKER MEADOWS RD.,

BUTTE FALLS

JACKSON COUNTY, OR 97522

12725 SW MILLIKAN WAY

SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing

Civil Engineers

Civil Engineers

N

R

C

O

N

S

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C

T

I

O

N

SCALE: NTS

SCALE: NTS

NOT USED SCALE: NTS

NOT USED SCALE: NTS

SCALE: NTS

ICE BRIDGE DETAIL SCALE: NTS

SIGN DETAILSNOT USED

NOT USED

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"

ECSO 911

2 3

24" WIDE WELDED STEEL

BAR GRATING

ASTM A123 HOT DIP

GALVANIZED 24" WIDE

WELDED STEEL BAR

GRATING

BID

D

COMPOUND

DETAILS II

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

01-17-23 SITE SKETCH

01-17-23

PRELIMINARY ZONING DRAWINGS

07-10-23 REVISED PRELIMINARY ZONING DRAWINGS

09-25-23 REVISED PRELIMINARY ZONING DRAWINGS

11-06-23

BID DRAWINGS

PROJECT INFORMATION:

ECSO 9-1-1

RUSTLER PEAK

PARKER MEADOWS RD.,

BUTTE FALLS

JACKSON COUNTY, OR 97522

12725 SW MILLIKAN WAY

SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing

Civil Engineers

Civil Engineers

N

R

C

O

N

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N

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.

12" MIN OF 3" MINUS

CRUSHED ROCK COMPACTED

TO 95% IN ACCORDANCE WITH

ASTM-D698

POWER LINE TRENCH

SCALE: NTS NOT USED ACCESS ROAD SECTION DETAIL SCALE: NTS

SCALE: NTS COMPOUND ROCK SECTION DETAILSCALE: NTSSCALE: NTS GRAVEL ROAD SECTION DETAIL

SCALE: NTSNOT USED

" 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

ECSO PM IF SPARE CONDUIT TO BE

PLACED IN TRENCH FOR FUTURE

1 2 3

4 5

BID

D

GENERATOR &

PROPANE TANK

DETAILS

C-7

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

01-17-23 SITE SKETCH

01-17-23

PRELIMINARY ZONING DRAWINGS

07-10-23 REVISED PRELIMINARY ZONING DRAWINGS

09-25-23 REVISED PRELIMINARY ZONING DRAWINGS

11-06-23

BID DRAWINGS

PROJECT INFORMATION:

ECSO 9-1-1

RUSTLER PEAK

PARKER MEADOWS RD.,

BUTTE FALLS

JACKSON COUNTY, OR 97522

12725 SW MILLIKAN WAY

SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing

Civil Engineers

Civil Engineers

N

R

C

O

N

S

T

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G A

S G

A S

G A

S G

A S

10'-0" REQUIRED PROPANE

TANK SETBACK BUFFER;

NO IGNITION SOURCES

WITHIN SETBACK

NOTE:

ALL CONDUIT INSIDE THE BUILDING MUST BE METAL AND BE GROUNDED PER R-56 STANDARDS.

INTERIOR SHELTER LAYOUT IS FOR REFERENCE ONLY.

THIS GENERATOR & PROPANE LAYOUT IS FOR INFORMATION ONLY AND IS PRESENTED AS A GUIDELINE. VERIFY SITE CONDITIONS AND LAYOUT PRIOR TO INSTALLATION OF ALL EQUIPMENT. INSTALL ALL EQUIPMENT PER MANUFACTURER'S

INSTRUCTIONS.

FUEL LINE SIZE PER MANUFACTURERS

RECOMMENDATION

1-CAT-5 FOR HALL EFFECT FUEL

SENSOR WIRE SUPPLIED BY

OTHERS IN 3/4" RIGID PVC

CONDUIT FROM GENERATOR TO

PROPANE TANK

3-#2 THHN PLUS #8

GROUND IN 2" RIGID

PVC CONDUIT FROM

GENERATOR TO

TRANSFER SWITCH

EQUIPMENT SHELTER

±10'

LIQUID PROPANE FUEL TANK

OR EQUAL ON CONCRETE PAD

2-CAT-5 CONTROL WIRING IN 3/4"

RIGID PVC CONDUIT

AUTOMATIC TRANSFER SWITCH

CIRCUIT BREAKER PANEL

POWER CONDUIT TO STUB UP AT

METER

BORE AND WEATHERPROOF NEW PENETRATIONS

INTO SHELTER FOR NEW CONDUIT ROUTING, TYP.

LIQUID WITHDRAWL

DOME

RELIEF VALVE

2-#12 THHN PLUS #12 GROUND IN

1" RIGID METAL CONDUIT FROM

GENERATOR TO DEDICATED

CIRCUIT BREAKER @ BREAKER

PANEL, RATING 20A

MANUAL TRANSFER SWITCH

35 KW 60 HZ 44KVA AC

BACKUP GENERATOR

MANUFACTURER TBD

GENERATOR TO BE PROVIDED

BY ECSO

SEE DETAIL 5

SCALE: NTS

SCALE: NTS

SCALE: NTS GENERATOR PLAN

GENERATOR FUEL SYSTEM ELEVATION

SIDE

FRONT

SIDE

TRENCH SECTION NOT USED

SCALE: NTS GENERATOR ELEVATION NOT USED

TYPICAL GENERATOR LAYOUT

NOTE: DOCUMENTATION FOR THE GENERATOR IS TO BE PROVIDED BY THE SUPPLIER CERTIFYING THAT ALL HAZARDOUS CONTENTS WILL REMAIN CONTAINED FOLLOWING THE DESIGN EARTHQUAKE FOR THIS SITE. CERTIFICATION OF CONTAINMENT IS TO BE PROVIDED BY 1) ANALYSIS, 2) APPROVED SHAKE TABLE TESTING IN ACCORDANCE WITH SECTION 13.2.5 OF ASCE 7, OR 3) EXPERIENCE DATA IN ACCORDANCE WITH ASCE 7 SECTION 13.2.6. EVIDENCE DEMONSTRATING COMPLIANCE OF THIS REQUIREMENT SHALL BE SUBMITTED TO THE LOCAL JURISDICTION AFTER REVIEW AND APPROVAL BY THE ENGINEER OF RECORD.

NOTE: SEE GENERATOR SPEC SHEET FOR DIMENSIONS AND WEIGHTS

SCALE: NTS GENERAL NOTES

1. CONTRACTOR TO VERIFY AND CONFIRM ALL DIMENSIONS

AND CONDITIONS AND NOTIFY ENGINEER OF RECORD OF

ANY DISCREPANCIES PRIOR TO START OF WORK.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

STRUCTURAL STABILITY DURING CONSTRUCTION. THE

STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN

DESIGNED FOR STABILITY UNDER THE FINAL

CONFIGURATION ONLY.

3. CODE: 2018 INTERNATIONAL BUILDING CODE (IBC).

4. THE FOOTINGS HAVE BEEN DESIGNED FOR AN ALLOWABLE

SOIL BEARING PRESSURE OF 1,500 PSF.

5. CONCRETE: FOOTINGS, F'C = 3,000 PSI MINIMUM

COMPRESSIVE STRENGTH AT 28 DAYS.

6. REINFORCING STEEL: FY = 60,000 PSI

7. STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE IN

ACCORDANCE WITH AISC SPECIFICATION FOR THE DESIGN,

FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR

BUILDINGS AND SHALL BE ASTM A-36 U.O.N. ALL BOLTS

HOLES SHALL BE PUNCHED OR DRILLED; BURNING OF

HOLES SHALL NOT BE PERMITTED. ALL STRUCTURAL STEEL

SHALL HAVE ONE SHOP COAT OF PAINT.

ALL MATERIALS SHALL CONFORM TO THE FOLLOWING

STANDARDS:

PIPE: A53 GR. B (MIN. FY = 35 KSI)

SHAPES: ASTM A36/ ASTM A572 GR. 50

WIDE FLANGE: ASTM A992

TUBES: A500 GR. B, FY = 46 KSI

PLATES: A36

WELDS: E70XX ELECTRODES

STRUCTURAL BOLTS: ASTM A325N

NON-STRUCTURAL BOLTS: SAE J429 GR. 5 / F1554-36

U-BOLTS: ASTM A36

THREADED ROD: ASTM A307

SPECIAL INSPECTION BY OWNERS TESTING AGENCY

SPECIAL INSPECTIONS AND TESTING SHALL BE PERFORMED BY

AN APPROVED AGENCY IN ACCORDANCE WITH INTERNATIONAL

BUILDING CODE (IBC) CHAPTER 17 SECTIONS 1703 AND

SECTIONS 1704, AND WITH THE STATEMENT OF SPECIAL

INSPECTIONS AS REQUIRED BY IBC SECTIONS 1704.2.3 AND 1705

FOR BUILIDNG STRUCTURAL ELEMENTS SUMMARIZED AS

FOLLOWS:

1. STRUCTURAL STEEL CONSTRUCTION PER IBC SECTIONS

1705.3 AND TABLE 1705.3 INCLUDING MATERIAL

IDENTIFICATION, AND SHOP WELDING.

±1'-4"±1

±4

NONVEHICULAR AREAS:

BACKFILL WITH CLEAN NATIVE

BACKFILL AND COMPACT TO

90% MAX. DRY DENSITY.

VEHICULAR AREAS: BACKFILL

WITH GRANULAR 'A' AND

COMPACT TO 95% MDD

±2

WARNING TAPE

CONDUIT, TYPICAL

BRICK SAND

FUEL LINE SIZE AND TRACE

WIRE PER MANUFACTURERS

RECOMMENDATION

NOT USED

FUEL LINE CONNECTION

PER MANUFACTURER

RECOMMENDATION

35 KW 60 HZ 44KVA AC

BACKUP GENERATOR

MANUFACTURER TBD

GENERATOR TO BE

PROVIDED BY ECSO

2-CAT-5 CONTROL WIRING

IN 3/4" RIGID PVC

CONDUIT

3-#2 THHN PLUS #8

GROUND IN 2" RIGID PVC

CONDUIT

1-CAT-5 HALL EFFECT

FUEL SENSOR WIRING IN

3/4" RIGID PVC CONDUIT

2-#12 THHN PLUS #12

GROUND IN 3/4" RIGID PVC

CONDUIT (BLOCK HEATER

AND BATTERY CHARGER)

FUEL LINE CONNECTION PER

MANUFACTURER RECOMMENDATION

35 KW 60 HZ 44KVA AC

BACKUP GENERATOR

MANUFACTURER TBD

GENERATOR TO BE

PROVIDED BY ECSO

(4) 1/2"Ø X 5" EMBED.

TITEN HD ANCHORS,

SEE DETAIL #3 THIS

SHEET

FRONT

SHELTER FLOOR

STRUCTURE

(4) 3/4"Ø X 5" EMBED.

TITEN HD SS

ANCHORS

35 KW 60 HZ 44KVA AC

BACKUP GENERATOR

MANUFACTURER TBD

GENERATOR TO BE

PROVIDED BY ECSO

1 2 3

9SCALE: NTS 6 SCALE: NTS 7 SCALE: NTS 8 SCALE: NTS

SHUT-OFF VALVE

LEGEND

UNION

PRESSURE REGULATOR

SOLENOID VALVE

FLEXIBLE CONNECTION

3/4" DIA. CONDUIT W/ 1-4/18 AWG

1/4" FLEX FUEL LINE FROM PROP

TANK TO REG

SOLENOID VALVE AND

REGULATOR TO COME

WITH GENSET

TO CARBURETOR

NOTES:

1. GROUND SYSTEM SHOULD COMPLY WITH INDUSTRY STANDARDS

2. CONFIRM CONNECTIONS PROVIDED WITH FUEL TANK

3. USE GASEOUS LP VAPOR WITHDRAWAL SYSTEM

4. TO CODE OFFICIAL, PAD IS FOR EQUIPMENT ONLY (NO BUILDINGS)

5. CONTRACTOR IS TO VERIFY THAT ALL PROPOSED ANCHORS WILL PROVIDE ADEQUATE FIT

PRIOR TO POURING CONCRETE PADS, NOTIFY DON CUSHING ASSOCIATES IF ANY

DISCREPANCIES EXIST

C-9

NOTES:

1. PROPANE TANK REGISTERED WITH

NATIONAL BOARD AND COMPLIES

AND INSTALLED PER NFPA 58 CODE

2. PROPANE TANK INSTALLED AT LEAST

10 FT FROM EXTERNAL SOURCE OF

IGNITION

TRINITY LIQUID

PROPANE FUEL

TANK OR EQUAL

SEE PROPANE TANK SPEC SHEET

FOR DIMENSIONS AND WEIGHTS

# 4 X 25"X12" @

12" O.C. TYP.

8" 4"

12"

1ST STAGE REG; LV4403TR96 14" IN

AND 3/4 " OUT

2ND STAGE REG LV5503B8;

4" IN AND 1" OUT

SNAP2IT NON-METALLIC CONN 34"

NM LIQUID TIGHT CONN CAT 5

GALV. 1 12" Ø STAND PIPE POST

(1.9" OD) W/ CAP

SHUT-OFF VALVE W/ DRIP LEG

HOR. UNI-STR W/ NON

CORR PIPE CLAMP

SERVI-SERT TOP-CON RISER

5'-0" X 10'-0" X 8" CONCRETE

PAD W/ #4 @ 12" O.C. EA WAY

GROUND PROPANE…