JOHNS PEAK_ECSO_FCDs_11-14-23.pdf

1. PROPOSED MODIFICATION OF AN EXISTING

TELECOMMUNICATIONS FACILITY FOR ECSO 911

2. PROPOSED REMOVAL OF EXISTING 55' TOWER

3. PROPOSED INSTALLATION OF THE FOLLOWING EQUIPMENT ON A

NEW 120' TOWER:

* NEW & EXISTING ANTENNAS

* COAX CABLES

4. PROPOSED INSTALLATION OF THE FOLLOWING EQUIPMENT

WITHIN EXISTING SHELTER:

* (8) EQUIPMENT RACKS WITH ASSOCIATED

ANCILLARY EQUIPMENT

5. PROPOSED INSTALLATION OF THE FOLLOWING EQUIPMENT ON

THE GROUND:

* (1) GENERATOR (REPLACE EXISTING)

* (1) 500 GALLON PROPANE TANK (REPLACE EXISTING)

6. EXISTING SHELTER BUILDING ENVELOPE IMPROVEMENTS:

* INSULATE AND INTERIOR WALL SHEATHING

* NEW HVAC REDUNDANT SYSTEM

* ELECTRICAL AC UPGRADES

* NEW INTERIOR CABLE TRAY

* UPGRADE INTERIOR GROUNDING PER R56 GUIDELINES

SHEET INDEX

SCALE: NTS

FROM ECSO 911 BUILDING

1. TAKE HADLEY DR AND PECH RD TO TABLE ROCK RD

47 S (0.1 MI)

2. HEAD WEST ON PECH RD TOWARD HADLEY DR

112 FT

3. PECH RD TURNS SLIGHTLY RIGHT AND BECOMES HADLEY DR

318 FT

4. TURN LEFT ONTO PECH RD

358 FT

5. FOLLOW E PINE ST, HANLEY RD AND ROSS LN TO JOHNS PEAK RD

13 MIN (5.9 MI)

6. TURN LEFT ONTO TABLE ROCK RD

0.1 MI

7. TURN RIGHT ONTO BIDDLE RD

0.4 MI

8. CONTINUE ONTO E PINE ST

2.1 MI

9. CONTINUE ONTO HANLEY RD

1.6 MI

10. TURN RIGHT ONTO ROSS LN

1.7 MI

11. FOLLOW JOHNS PEAK RD TO 37-3-13

9 MIN (2.3 MI)

12. SLIGHT LEFT ONTO JOHNS PEAK RD

0.2 MI

13. TURN RIGHT TO STAY ON JOHNS PEAK RD

14. 2.1 MI

15. TURN RIGHT ONTO 37-3-13

16. TURN RIGHT ON ACCESS ROAD TO SITE

(ACROSS THE ROAD FROM TURNAROUND)

EST. TIME: 22 MINS.

EST. MILEAGE: 8.5 MI

COVER

SHEET

SHEET NUMBER:

SHEET TITLE:

PROJECT INFORMATION PROJECT INFORMATION CONTINUED DRIVING DIRECTIONS

VICINITY MAP

PROPERTY OWNER:

ECSO REGIONAL COMMUNICATIONS

10 S OAKDALE AVE

MEDFORD OR, 975011

EVANS GARY L TRUSTEE ET AL

175 BLUE SPRUCE DR

EUREKA CA, 955037201

CONTACT:

JODY HATHAWAY

541-774-5062

JURISDICTION:

JACKSON COUNTY

COUNTY:

JACKSON

ZONING:

FR: COUNTY-FOREST RESOURCE

PARCEL NUMBER(S) & AREA:

TAX LOT#: *372W18 201A2 / 372W18 201

ACCOUNT ID#: *10926516 / 10996427

5,575,244.4 SQ FEET±

127.99 ACRES±

PROJECT LOCATION:

LAT: N 42°21'11.40" ( 42.353176°)

LONG: W 122°59'34.43" (-122.992913°)

UTILITY PROVIDERS:

TELCO PROVIDER: TBD

POWER PROVIDER: TBD

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:

JOHN'S PEAK

T-1

PROJECT AREA:

TOTAL COMPOUND AREA - TBD SQ FEET

ACCESS DRIVE AND PARKING - TBD SQ FEET ±

TOTAL - TBD SQ FEET ±

SCALE: NTS

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

09-22-21 SITE SKETCH

11-10-21 PRELIM ZONING DRAWINGS

10-31-22 FINAL ZONING DRAWINGS

04-13-23 BID DRAWINGS

04-26-23 UPDATED BID DRAWINGS

05-11-23 FINAL CONSTRUCTION DRAWINGS

07-31-23

REV. FINAL CONSTRUCTION DRAWINGS

11-14-23 REV. FINAL CONSTRUCTION DRAWINGS

PROJECT INFORMATION:

ECSO 9-1-1

JOHN'S PEAK

2563 JOHNS PEAK RD

CENTRAL POINT, OR 97502

12725 SW MILLIKAN WAY, SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing

Civil Engineers

Civil Engineers

LOCATION:

2563 JOHNS PEAK RD CENTRAL POINT, OR 97502

APPLICANT:

ECSO 911 (EMERGENCY COMMUNICATIONS OF SOUTHERN OREGON)

400 PECH ROAD

CENTRAL POINT, OR 97502

CONTACT:

JODY HATHAWAY

541-774-5062

PROJECT MANAGER:

ECSO 911

400 PECH ROAD

CENTRAL POINT, OR 97502

JODY HATHAWAY

541-774-5062

CONSTRUCTION

MANAGER:

TBD

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

PROJECT DESCRIPTION

T-1 COVER SHEET

V-1 EXISTING CONDITIONS (SURVEY)

V-2 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 COMPOUND DETAILS I

C-5 COMPOUND DETAILS II

C-6 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

RF-1.1 4' MICROWAVE ANTENNA DETAIL

RF-1.2 MICROWAVE ICE-SHIELD DETAIL

RF1.3 ANTENNA MOUNT DETAILS

RF-2.0 RF TOWER APPURTENANCES

RF-3.0 RF TOWER APPURTENANCES

TOWER DRAWINGS BY WESTERN UTILITY

T-1 TITLE SHEET

S-1 ELEVATION VIEW & STRUCTURAL DETAILS

F-1 SLAB FOUNDATION INSTALLATION

CONSTRUCTION SUBMITTAL:

KamalThapa Snapshot

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

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

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):

ROOF SNOW LOAD DATA - GROUND SNOW LOAD: 18 PSF

FLAT-ROOF SNOW LOAD: 21.6 PSF

SNOW EXPOSURE FACTOR: 1.0

SNOW LOAD IMPORTANCE FACTOR: 1.2

THERMAL FACTOR: 1.0

WIND DESIGN DATA - ULTIMATE DESIGN WIND SPEED: 105 MPH

RISK CATEGORY: IV

WIND EXPOSURE: C

INTERNAL PRESSURE COEFFICIENT: 0.18±

DESIGN WIND PRESSURES;

WIND LOAD HORIZONTAL (MWFRS):22.5 PSF

WIND LOAD (UPLIFT) (MWFRS): 25.3 PSF

EARTHQUAKE DESIGN DATA - RISK CATEGORY: IV

SEISMIC IMPORTANCE FACTOR: 1.5

MAPPED SPECTRAL RESPONSE ACCEL-

ERATION PARAMETERS;

SS 0.675

S1 0.387

SITE CLASS: D

DESIGN SPECTRAL RESPONSE ACCEL-

ERATION PARAMETERS;

SDS 0.567

SD1 N/A

SEISMIC DESIGN CATEGORY: D

BASIC SEISMIC FORCE-RESISTING

SYSTEM: BEARING WALL

DESIGN BASE SHEAR: 0.131

SEISMIC RESPONSE COEFFICIENT: 0.131

RESPONSE MODIFICATION COEFFICIENT: 6.5

ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL

FORCE PROCEDURE

GEOTECHNICAL INFORMATION - ALLOWABLE BEARING CAPACITY: PER GEOTECHNICAL

ENGINEERING

EVALUATION BY BLACK

MOUNTAIN DATED

12/5/21

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

09-22-21

SITE SKETCH

11-10-21 PRELIM ZONING DRAWINGS

10-31-22 FINAL ZONING DRAWINGS

04-13-23

BID DRAWINGS

04-26-23 UPDATED BID DRAWINGS

05-11-23 FINAL CONSTRUCTION DRAWINGS

07-31-23

REV. FINAL CONSTRUCTION DRAWINGS

11-14-23 REV. FINAL CONSTRUCTION DRAWINGS

PROJECT INFORMATION:

ECSO 9-1-1

JOHN'S PEAK

2563 JOHNS PEAK RD

CENTRAL POINT, OR 97502

12725 SW MILLIKAN WAY, SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing

Civil Engineers

Civil Engineers

P PROPOSED

OHP OHP OHP OHP OHP

LPG LPG LPG LPG

PROPANE

G

A

T

E

G

A

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

09-22-21

SITE SKETCH

11-10-21 PRELIM ZONING DRAWINGS

10-31-22 FINAL ZONING DRAWINGS

04-13-23

BID DRAWINGS

04-26-23 UPDATED BID DRAWINGS

05-11-23 FINAL CONSTRUCTION DRAWINGS

07-31-23

REV. FINAL CONSTRUCTION DRAWINGS

11-14-23 REV. FINAL CONSTRUCTION DRAWINGS

PROJECT INFORMATION:

ECSO 9-1-1

JOHN'S PEAK

2563 JOHNS PEAK RD

CENTRAL POINT, OR 97502

12725 SW MILLIKAN WAY, SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing

Civil Engineers

Civil Engineers

GRADING &

EROSION

CONTROL PLAN

ER-1

SHEET NUMBER:

SHEET TITLE:

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

N/A

STRIPPING FOR ACCESS ROAD AND PARKING;

N/A

PROPOSED COMPOUND AREA;

N/A

PROPOSED ACCESS ROAD AND PARKING;

CUT = 0 CU. YD.

FILL = 0 CU. YD.

PROPOSED TOWER FOUNDATION, (3) PIERS;

EXCAVATION = 82 CU. YD.

APPROX. TOTAL AREA OF DISTURBANCE OF PROPOSED GRADING = 500 SQ. FT.

REFER TO GEO-TECHNICAL ENGINEERING EVALUATION BY BLACK MOUNTAIN DATED 12/05/21

IMPERVIOUS AREAS

TOTAL PARCEL AREA = 5,575,244.4 SQ. FT.

PRE-DEVELOPMENT AREA; EXISTING IMPERVIOUS:

EXISTING COMPOUND = 8,584 SQ. FT.

EXISTING ACCESS & PARKING = 1,300 SQ. FT.

TOTAL = 9,884 SQ. FT.

POST-DEVELOPMENT AREA; NEW IMPERVIOUS:

NEW COMPOUND = 0 SQ. FT.

NEW ACCESS & PARKING = 0 SQ. FT.

TOTAL = 0 SQ. FT.

EXISTING GRADE

PROPOSED GRADE

TEMPORARY SILT FENCE

CONSTRUCTION ENTRANCE

FLOW DIRECTION

GROUND ELEVATION250

LEGEND

± 82 LF OF (P) SILT FENCE

SEE DETAIL ON ER-2

FLOW DIRECTION, TYP

(P) TOWER

(P) ICE-BRIDGE

GRADING &

EROSION CONTROL

DETAILS

ER-2

SHEET NUMBER:

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

PLASTIC SHEETING 3SCALE: NTS

2SCALE: NTS

4SCALE: NTS

GRAVEL CONSTRUCTION ENTRANCE 1SCALE: NTS

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

09-22-21

SITE SKETCH

11-10-21 PRELIM ZONING DRAWINGS

10-31-22 FINAL ZONING DRAWINGS

04-13-23

BID DRAWINGS

04-26-23 UPDATED BID DRAWINGS

05-11-23 FINAL CONSTRUCTION DRAWINGS

07-31-23

REV. FINAL CONSTRUCTION DRAWINGS

11-14-23 REV. FINAL CONSTRUCTION DRAWINGS

PROJECT INFORMATION:

ECSO 9-1-1

JOHN'S PEAK

2563 JOHNS PEAK RD

CENTRAL POINT, OR 97502

12725 SW MILLIKAN WAY, SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing

Civil Engineers

Civil Engineers

TOE OF

SLOPE

PL

PL

H/5 BUT 2' MINIMUM

AND NEED NOT EXCEED

20' MAXIMUM

TOE OF

SLOPE

H/5 BUT 2' MINIMUM AND

NEED NOT EXCEED 10'

MAXIMUM

NATURAL OR

FINISH GRADE

INTERCEPTOR DRAIN

(IF REQUIRED)

H

NATURAL OR

FINISH GRADE

CUT OR FILL

SLOPE

© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 TomTom

S 89° 17' 49" E

N

W

22X34 SCALE: 1" = 200' 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

09-22-21

SITE SKETCH

11-10-21 PRELIM ZONING DRAWINGS

10-31-22 FINAL ZONING DRAWINGS

04-13-23

BID DRAWINGS

04-26-23 UPDATED BID DRAWINGS

05-11-23 FINAL CONSTRUCTION DRAWINGS

07-31-23

REV. FINAL CONSTRUCTION DRAWINGS

11-14-23 REV. FINAL CONSTRUCTION DRAWINGS

PROJECT INFORMATION:

ECSO 9-1-1

JOHN'S PEAK

2563 JOHNS PEAK RD

CENTRAL POINT, OR 97502

12725 SW MILLIKAN WAY, SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing

Civil Engineers

Civil Engineers

NOTE:

THIS IS NOT A SURVEY ALL

EXISTING INFORMATION IS

PROVIDED BY GIS.

PROPOSED PROJECT AREA

SEE SHEET C-2 FOR DETAILS

ACCOUNT: *10926516 / 10996427

11X17 SCALE: 1" = 400'

ZONING

FR (COUNTY-FOREST RESOURCE)

ACCOUNT: 10171085

ZONING

FR (COUNTY-FOREST RESOURCE)

ACCOUNT: 10171044

ZONING

FR (COUNTY-FOREST RESOURCE)

ACCOUNT: 10180301

ZONING

FR (COUNTY-FOREST RESOURCE)

ACCOUNT: 10180319

ZONING

FR (COUNTY-FOREST RESOURCE)

ACCOUNT: 10180503

ZONING

FR (COUNTY-FOREST RESOURCE)

ACCOUNT: 10497631

ZONING

FR (COUNTY-FOREST RESOURCE)

ACCOUNT: 10497623

ZONING

FR (COUNTY-FOREST RESOURCE)

ACCOUNT: 10497664

ZONING

FR (COUNTY-FOREST RESOURCE)

ACCOUNT: 10171077

ZONING

FR (COUNTY-FOREST RESOURCE)

ACCOUNT: 10467889

ZONING

FR (COUNTY-FOREST RESOURCE)

APPROX. LOCATION OF (E)

SUBJECT PROPERTY LINE

217.11'

4.1

9'CONTRACTOR TO EVALUATE

CONDITION OF (EX) ACCESS ROAD; SEE

C-5 FOR FOR TYPICAL ROAD SECTION

DETAIL IF REPAIR IS REQUIRED

(EX) EMERGENCY TURNAROUND

O

P

O

P

O

P

O

P

O

P

O

P

O

P

O/P

O/P

O/P

O/P

O/P

O/P

O/P

O/P

O/P

O

H

C

G

A

G

A

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

ENLARGED

SITE PLAN

C-2

SHEET NUMBER:

SHEET TITLE:

LICENSURE:

DRAWING INFORMATION:

THIS DRAWING IS COPYRIGHTED AND IS THE SOLE

PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY

FOR USE BY THE OWNER AND ITS AFFILIATES.

REPRODUCTION OR USE OF THIS DRAWING AND/OR

THE INFORMATION CONTAINED IN IT IS FORBIDDEN

WITHOUT THE WRITTEN PERMISSION OF THE OWNER.

PLANS PREPARED BY:

DATE RELEASE

09-22-21

SITE SKETCH

11-10-21 PRELIM ZONING DRAWINGS

10-31-22 FINAL ZONING DRAWINGS

04-13-23

BID DRAWINGS

04-26-23 UPDATED BID DRAWINGS

05-11-23 FINAL CONSTRUCTION DRAWINGS

07-31-23

REV. FINAL CONSTRUCTION DRAWINGS

11-14-23 REV. FINAL CONSTRUCTION DRAWINGS

PROJECT INFORMATION:

ECSO 9-1-1

JOHN'S PEAK

2563 JOHNS PEAK RD

CENTRAL POINT, OR 97502

12725 SW MILLIKAN WAY, SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing

Civil Engineers

Civil Engineers

E

X

S

L

O

P

E

(EX) TOWER

(EX) TOWER

(EX) FENCE, TYP

(EX) OTHER CARRIER

EQUIPMENT SHELTER

(EX) UTILITY POLE;

CO. B12019

PACIFICORP#

01337002

180500

POLE #23

(EX) TELCO PED.

(RPTR 10)

(EX) EQUIPMENT SHELTER

(EX) PROPANE TANK TO

BE REMOVED

(EX) TOWER TO BE

REMOVED. CONTRACTOR

TO COORDINATE WITH

ECSO PROJECT MANAGER

(EX) GENERATOR TO BE REMOVED

(EX) UTILITY POLE

1,2 C-3

(P) 120' SELF-SUPPORT

LATTICE TOWER. SEE

WESTERN UTILITY TOWER

DRAWINGS FOR STRUCTURAL.

(P) OTHER CARRIER CABLE

BRIDGE EXTENSION

(P) COAX ROUTE & CABLE BRIDGE

SEE C-4 FOR DETAIL

(EX) OVERHEAD

POWER LINE, TYP

E

X

A

C

C

E

S

S

G

A

T

E

(EX) VEGETATION LINE

(EX) UTILITY RACK

W

I

D

U

I

L

I

T

Y

E

A

S

E

M

E

N

T

(P) MICROWAVE

AZIMUTH = 332.92°

(EX) FAA LEASE AREA

(P) MICROWAVEAZIMUTH = 99.52°

(E) POWER TO BE

UTILIZED; SITE IS

CURRENTLY OPERATIONAL

(EX) 4' WIDE

ACCESS GATE

NOTES:

1. TOWER INFO SHOWN FOR CONCEPTUAL USE ONLY. SEE

TOWER STRUCTURAL DESIGN BY WESTERN UTILITY

DATED 11-04-22.

2. EXISTING INFORMATION PROVIDED BY GIS, SURVEY &

SITE WALK NOTES.

(EX) FENCE SECTION TO BE

REMOVED, TYP

S

E

T

B

A

C

K

(P) 500 GAL. PROPANE TANK

SEE SHEET C-6 FOR DETAIL

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

CONCRETE PAD

SEE SHEET C-6 FOR DETAIL

(EX) 50'x50' LEASE AREA

(P) FENCE SECTION, TYP

PROVIDE AND INSTALL

AUTOMATIC TRANSFER SWITCH

MODEL ATS-G-1PH-11BE

(EX) GUY WIRE TO POWER

POLE TO BE RELOCATED

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

09-22-21

SITE SKETCH

11-10-21 PRELIM ZONING DRAWINGS

10-31-22 FINAL ZONING DRAWINGS

04-13-23

BID DRAWINGS

04-26-23 UPDATED BID DRAWINGS

05-11-23 FINAL CONSTRUCTION DRAWINGS

07-31-23

REV. FINAL CONSTRUCTION DRAWINGS

11-14-23 REV. FINAL CONSTRUCTION DRAWINGS

PROJECT INFORMATION:

ECSO 9-1-1

JOHN'S PEAK

2563 JOHNS PEAK RD

CENTRAL POINT, OR 97502

12725 SW MILLIKAN WAY, SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing

Civil Engineers

Civil Engineers

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

ELEVATIONS

C-3

SHEET NUMBER:

SHEET TITLE:

(EX) SHELTER, TYP

(EX) FENCE

GROUND LEVEL (GL)

(EX) PARABOLIC ANTENNA TO BE

RELOCATED, TYP

(ANTENNA CONFIGURATION

PENDING FINAL TOWER DESIGN)

(EX) SHELTER TOP ±10.0' AGL

(EX) ACCESS GATE

(EX) ±55' SELF-SUPPORT LATTICE

TOWER TO BE REMOVED AFTER

(P) TOWER IS CONSTRUCTED

(P) TOWER TOP ±120.0' AGL

(P) EQUIPMENT RACK TO BE

INSTALLED WITHIN (EX)

SHELTER, TYP OF (8)

(P) VHF RX ANTENNA

DB SPECTRA

DS1F06P36U-D

(P) ANTENNA TOP ±122.0' AGL

(EX) OMNI ANTENNA TO BE

REMOVED, TYP

(PENDING FINAL ANTENNA DESIGN)

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

(EX) UTILITY POLE

(EX) ANTENNA TO BE

REMOVED, TYP

(EX) PARABOLIC ANTENNA TO

BE REMOVED

(EX) VHF ANTENNA TO BE

REMOVED, TYP

(PENDING FINAL ANTENNA DESIGN)

(EX) TOWER EXTENSION TOP ±55.0' AGL

(EX) ANTENNA TOP ±70.0' AGL

(EX) ANTENNA TO BE

REMOVED, TYP

GROUND LEVEL (GL)

(EX) SHELTER TOP ±10.0' AGL

(EX) ANTENNA TOP ±30.0' AGL (EX) ANTENNA TOP ±30.0' AGL

(VERIFY)

(P) CABLE LADDER

(P) ANTENNA BASE ±60.0' AGL

(EX) PARABOLIC ANTENNA

RELOCATED TO (P) TOWER, TYP OF (2)

(VERIFY WITH FINAL RF DATA REPORT)

(P) ANTENNA BASE ±100.0' AGL

(P) MICROWAVE ANTENNA CL ±100.0' AGL

NOTES:

· SEE FINAL TOWER DESIGN

PRIOR TO REMOVAL AND/OR

RELOCATION OF EXISTING

ANTENNAS

· TOWER REMOVAL BY OTHERS

(EX) SHELTER, TYP

(EX) FENCE

(EX) 4' WIDE ACCESS GATE;

INSTALL (P) SIGNAGE

(EX) UTILITY POLE

(P) CABLE ROUTE ATTACHED TO (EX)

TOWER PER FINAL STRUCTURAL

TOWER AND/OR MOUNT ANALYSIS

(P) 4'Ø MICROWAVE ANTENNA;

COMMSCOPE – VHLP4-11

AZIMUTH = 332.92°

(TO GOLD HILL)

(P) 2 BAY DIPOLE VHF ANTENNA

(W/ 4 DIPOLES);

BA40-41-P

AZIMUTH: 0°

(P) 120' SELF-SUPPORT LATTICE

TOWER; CAPACITY OF TOWER & ITS

FOUNDATION TO SUPPORT PROPOSED

LOADING TO BE PROVIDED BY OTHERS

(P) MOUNT

SITE PRO 1

MODEL# BOG6

(P) MOUNT

SITE PRO 1

MODEL# PSA6

(P) 4'Ø MICROWAVE ANTENNA;

COMMSCOPE – VHLP4-11

AZIMUTH = 332.92°

(TO GOLD HILL)

(P) MICROWAVE SHIELD

NEWAVE

MIS4

(P) MICROWAVE MOUNT, TYP OF (2)

SITE PRO 1

TAM-3U OR APPROVED EQUAL

NOTES:

1. TOWER INFO SHOWN FOR CONCEPTUAL USE ONLY.

SEE TOWER STRUCTURAL DESIGN BY WESTERN UTILITY.

2. REFER TO TOWER AND FOUNDATION STRUCTURAL

DRAWINGS BY WESTERN UTILITY DATED 11-04-22.

3. REFER TO RF TOWER APPURTENANCES SHEETS

FOR MORE INFORMATION.

NOTES:

· CONCEPTUAL USE ONLY

· EXISTING TREES NOT SHOWN

FOR CLARITY

· PROPOSED ANTS. TO BE LIGHT

GRAY OR LIGHT BLUE IN COLOR

· TOWER TO BE PAINTED A DULL,

NON-REFLECTIVE GRAY COLOR

(P) MICROWAVE ANTENNA CL ±70.0' AGL

(P) MICROWAVE SHIELD

NEWAVE

MIS4

(EX) PROPANE TANK TO BE

REPLACED WITH A NEW 500

GALLON PROPANE TANK

(EX) GENERATOR TO BE

REPLACED WITH A NEW

GENERATOR

(P) ANTENNA BASE ±80.0' AGL

(P) 700 MHZ ANTENNA

BPA7496-120-15

TYP OF (2)

(P) MOUNT

SITE PRO 1

MODEL# PSA3

TYP OF (2)

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

09-22-21 SITE SKETCH

11-10-21 PRELIM ZONING DRAWINGS

10-31-22 FINAL ZONING DRAWINGS

04-13-23

BID DRAWINGS

04-26-23 UPDATED BID DRAWINGS

05-11-23 FINAL CONSTRUCTION DRAWINGS

07-31-23

REV. FINAL CONSTRUCTION DRAWINGS

11-14-23 REV. FINAL CONSTRUCTION DRAWINGS

PROJECT INFORMATION:

ECSO 9-1-1

JOHN'S PEAK

2563 JOHNS PEAK RD

CENTRAL POINT, OR 97502

12725 SW MILLIKAN WAY, SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing

Civil Engineers

Civil Engineers

COMPOUND

DETAILS I

C-4

SHEET NUMBER:

SHEET TITLE:

FENCING NOTES:

1. GATE POST, CORNER, END, OR PULL POST 4" NOMNIAL (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 PROPERTY

OWNER). 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.

SCALE: NTS

1SCALE: NTS

NOT USED 2SCALE: NTS

GENERAL FENCE NOTES 4SCALE: NTS

5SCALE: NTS

ICE BRIDGE DETAIL 6SCALE: NTS

SIGN DETAILSNOT USED

NOT USED 3

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 VERIFY12"

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

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

09-22-21 SITE SKETCH

11-10-21 PRELIM ZONING DRAWINGS

10-31-22 FINAL ZONING DRAWINGS

04-13-23 BID DRAWINGS

04-26-23

UPDATED BID DRAWINGS

05-11-23 FINAL CONSTRUCTION DRAWINGS

07-31-23 REV. FINAL CONSTRUCTION DRAWINGS

11-14-23

REV. FINAL CONSTRUCTION DRAWINGS

PROJECT INFORMATION:

ECSO 9-1-1

JOHN'S PEAK

2563 JOHNS PEAK RD

CENTRAL POINT, OR 97502

12725 SW MILLIKAN WAY, SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing

Civil Engineers

Civil Engineers

COMPOUND

DETAILS II

C-5

SHEET NUMBER:

SHEET TITLE:

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

4SCALE: NTS NOT USED ACCESS ROAD SECTION DETAIL 5SCALE: NTS

3SCALE: NTS2 COMPOUND ROCK SECTION DETAILSCALE: NTS1SCALE: NTS GRAVEL ROAD SECTION DETAIL

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

6LED SHELTER LIGHT

" 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

7 NOT USEDSCALE: NTS SCALE: NTS

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

09-22-21 SITE SKETCH

11-10-21 PRELIM ZONING DRAWINGS

10-31-22 FINAL ZONING DRAWINGS

04-13-23 BID DRAWINGS

04-26-23

UPDATED BID DRAWINGS

05-11-23 FINAL CONSTRUCTION DRAWINGS

07-31-23 REV. FINAL CONSTRUCTION DRAWINGS

11-14-23

REV. FINAL CONSTRUCTION DRAWINGS

PROJECT INFORMATION:

ECSO 9-1-1

JOHN'S PEAK

2563 JOHNS PEAK RD

CENTRAL POINT, OR 97502

12725 SW MILLIKAN WAY, SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing

Civil Engineers

Civil Engineers

GENERATOR &

PROPANE TANK

DETAILS

C-6

SHEET NUMBER:

SHEET TITLE:

35 KW 60 HZ 44KVA AC

BACKUP GENERATOR

MANUFACTURER TBD

GENERATOR TO BE

PROVIDED BY ECSO

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'

TRINITY 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

GENERATOR SEE DETAIL 5

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 16'-0" X 8" CONCRETE

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

GROUND PROPANE TANK

PER NEC REQUIREMENTS

DOME

PLUG

RELIEF VALVE

VAPOR WITHDRAWAL

# 4 CONT. IN

TURNED-DOWN EDGE

FOOTING

FINISHED GRADE

6" MIN. COMPACTED GRAVEL

BASE UNDER PERIMETER

FOOTING AND SLAB

FUEL GAUGE, R3D

3/4" ULTRATITE LIQUIDTIGHT FLEX

NON-MET PVC COND FOR 1-4/18 AWG

FOR HALL EFFECT FUEL SENSOR,

DS_1318

CUSTOM PROPANE TANK

CANOPY GENERATOR CANOPY NOT

SHOWN FOR CLARITY

UFER GROUND

5/8" X 5" SS TITEN HD

ANCHORAGE, TYP

18"

6" MIN. COMPACTED GRAVEL

BASE UNDER PERIMETER

FOOTING AND SLAB

12"

# 4 CONT. IN

TURNED-DOWN EDGE

FOOTING

UFER GROUND

4'-0" X 9'-6" X 8"

CONCRETE PAD W/ #4

@ 12" O.C. EA WAY

SCALE: NTS 1

SCALE: NTS

SCALE: NTS

SCALE: NTSSCALE: NTS

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

GENERATOR PLAN

GENERATOR FUEL SYSTEM ELEVATION

2-#12 THHN PLUS #12

GROUND IN 3/4" RIGID PVC

CONDUIT (BLOCK HEATER

AND BATTERY CHARGER)

FUEL LINE CONNECTION PER

MANUFACTURER RECOMMENDATION

FRONT

SIDE

FRONT

SIDE

35 KW 60 HZ 44KVA AC

BACKUP GENERATOR

MANUFACTURER TBD

GENERATOR TO BE

PROVIDED BY ECSO

TRENCH SECTION NOT USED

2SCALE: 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.

SEE GENERATOR SPEC SHEET FOR DIMENSIONS

AND WEIGHTS

(4) 1/2"Ø X 5" EMBED.

TITEN HD ANCHORS,

SEE DETAIL #3 THIS

SHEET

(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

FUEL LINE CONNECTION

PER MANUFACTURER

RECOMMENDATION

SCALE: NTS 4 GENERAL NOTES

SCALE: NTS 6

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: 2019 OREGON STRUCTURAL SPECIALTY CODE

(OSSC).

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 OREGON

STRUCTURAL SPECIALTY CODE (OSSC) SECTIONS 1703 AND 1704,

AND WITH THE STATEMENT OF SPECIAL INSPECTIONS AS

REQUIRED BY OSSC SECTIONS 1704.1.1 AND 1705 FOR BUILDING

STRUCTURAL ELEMENTS SUMMARIZED AS FOLLOWS;

1. STRUCTURAL STEEL CONSTRUCTION PER OSSC SECTIONS

1704.3 AND TABLE 1704.3 INCLUDING MATERIAL

IDENTIFICATION, AND SHOP WELDING.

1'-4"

1'

SCALE: NTS 7

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

CONCRETE PAD

SEE DETAIL 5

BACKUP GENERATOR

MANUFACTURER TBD

6.7'

14.7'

8.0'

G A

GATE 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

09-22-21

SITE SKETCH

11-10-21 PRELIM ZONING DRAWINGS

10-31-22 FINAL ZONING DRAWINGS

04-13-23

BID DRAWINGS

04-26-23 UPDATED BID DRAWINGS

05-11-23 FINAL CONSTRUCTION DRAWINGS

07-31-23

REV. FINAL CONSTRUCTION DRAWINGS

11-14-23 REV. FINAL CONSTRUCTION DRAWINGS

PROJECT INFORMATION:

ECSO 9-1-1

JOHN'S PEAK

2563 JOHNS PEAK RD

CENTRAL POINT, OR 97502

12725 SW MILLIKAN WAY, SUITE 300

BEAVERTON, OR 97005

(503) 387-5331 www.cushingcivilengineers.com

Cushing

Civil Engineers

Civil Engineers

SITE GROUNDING

PLAN & DETAILS

E-1

SHEET NUMBER:

SHEET TITLE:

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

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

GENERAL NOTES:

1. ALL INSTALLATIONS ARE TO BE FIELD VERIFIED.

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

GRADE OR 6" BELOW…