TABLE MOUNTAIN_ECSO_ FCDs_11-10-23.pdf

SHEET INDEX

SCALE: NTS

COVER

SHEET

SHEET NUMBER:

SHEET TITLE:

PROJECT INFORMATION PROJECT INFORMATION CONTINUED DRIVING DIRECTIONS

VICINITY MAP

PROPERTY OWNER:

BLM-MEDFORD DISTRICT

3040 BIDDLE RD MEDFORD, OR 97504

CONTACT:

NICKY SMITH

N3SMITH@BLM.GOV

JURISDICTION:

JACKSON COUNTY

COUNTY:

JACKSON

ZONING:

FR: COUNTY-FOREST RESOURCE

PARCEL NUMBER(S) & AREA:

TAX LOT#: 393E 1300

ACCOUNT ID#: 1-010687-7

396,964,458 SQ FEET±

9113.05 ACRES±

PROJECT LOCATION:

*LAT: N 42°11' 53.81" (42.198281°)

*LONG: W 122° 29' 36.94" (-122.493594°)

*INFORMATION OBTAINED FROM SURVEY

UTILITY PROVIDERS:

TELCO PROVIDER: NA

POWER PROVIDER: NA

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 ELECTRICAL CODE

4. 2019 OREGON STRUCTURAL SPECIALITY CODE

5. 2017 NFPA 58 CODE

6. OCCUPANCY GROUP: U

7. CONSTRUCTION TYPE: II-B

SITE NAME:

TABLE MOUNTAIN

T-1

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 COMPOUND DETAILS I

C-5 COMPOUND DETAILS II

C-6 GENERATOR & PROPANE TANK DETAILS

C-7 EQUIPMENT SHELTER FOUNDATION PLAN

E-1 SITE GROUNDING PLAN

E-2 GROUNDING DETAILS I

E-3 GROUNDING DETAILS II

E-4 GROUNDING DETAILS III

RF-1 RF TOWER APPURTENANCES

RF-1.1 RF TOWER APPURTENANCES

RF-1.2 RF TOWER APPURTENANCES

RF-1.3 MICROWAVE ICE-SHIELD DETAIL

RF-1.4 MICROWAVE ICE-SHIELD DETAIL

RF-2 RF TOWER APPURTENANCES

PROJECT AREA:

TOTAL COMPOUND AREA - 3,849 SQ FEET ±

ACCESS DRIVE AND PARKING - 1,421 SQFT ±

TOTAL - 5,270 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

04-06-22 SITE SKETCH

08-15-22 PRELIMINARY ZONING DRAWINGS

10-14-22

FINAL ZONING DRAWINGS

10/24/22 PRELIMINARY CONSTRUCTION DRAWINGS

04-12-23 BID DRAWINGS

04-27-23

UPDATED BID DRAWINGS

06-26-23 FINAL CONSTRUCTION DRAWINGS

11-10-23 REV. FINAL CONSTRUCTION DRAWINGS

PROJECT INFORMATION:

ECSO 9-1-1

TABLE MOUNTAIN

7975 HYATT PRAIRIE RD.

ASHLAND, OR 97520

12725 SW MILLIKAN WAY, SUITE 300

BEAVERTON, OR 97005

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

Cushing

Civil Engineers

Civil Engineers

LOCATION:

7975 HYATT PRAIRIE RD., ASHLAND, OR 97520

FROM ECSO 911 BUILDING

1. TAKE CIRRUS DR TO BIDDLE RD

1 MIN (0.4 MI)

2. HEAD EAST ON PECH RD TOWARD CIRRUS DR

0.1 MI

3. TURN RIGHT ONTO CIRRUS DR

0.3 MI

4. TAKE I-5 S AND DEAD INDIAN MEMORIAL RD TO BUCK PRAIRIE RD

42 MIN (32.1 MI)

5. TURN LEFT ONTO BIDDLE RD

1.5 MI

6. TURN LEFT ONTO THE RAMP TO I-5

0.3 MI

7. MERGE ONTO OR-62 W

0.3 MI

8. USE THE RIGHT LANE TO MERGE ONTO I-5 S VIA THE RAMP TO

ASHLAND

16.2 MI

9. TAKE EXIT 14 FOR OR-66 TOWARD ASHLAND/KLAMATH FALLS

0.2 MI

10. TURN LEFT ONTO OR-66 E/ASHLAND ST

11. CONTINUE TO FOLLOW OR-66 E

0.7 MI

12. TURN LEFT ONTO DEAD INDIAN MEMORIAL RD

12.9 MI

13. DRIVE TO TABLE MOUNTAIN RD

24 MIN (5.2 MI)

14. TURN RIGHT ONTO BUCK PRAIRIE RD

2.4 MI

15. KEEP RIGHT TO CONTINUE ON TABLE MOUNTAIN RD

2.8 MI

EST. TIME: 1 HR 5 MINS.

EST. MILEAGE: 37.7 MI

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,STE 300

BEAVERTON, OR 97005

KENNY MCMANAWAY

503-387-5331

ENGINEER OF RECORD:

CUSHING CIVIL ENGINEERS

12725 SW MILLIKAN WAY, STE 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

EXISTING 120' TOWER:

* ANTENNAS WITH ASSOCIATED ANCILLARY EQUIPMENT

3. PROPOSED INSTALLATION OF THE FOLLOWING EQUIPMENT ON

THE GROUND:

* 12'x16' EQUIPMENT SHELTER

* 500 GAL. PROPANE TANK

* GENERATOR

PROJECT DESCRIPTION

KamalThapa Snapshot

GENERAL

NOTES

G-1

SHEET NUMBER:

SHEET TITLE:

LICENSURE:

DRAWING INFORMATION:

THIS DRAWING IS COPYRIGHTED AND IS THE SOLE

PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY

FOR USE BY THE OWNER AND ITS AFFILIATES.

REPRODUCTION OR USE OF THIS DRAWING AND/OR

THE INFORMATION CONTAINED IN IT IS FORBIDDEN

WITHOUT THE WRITTEN PERMISSION OF THE OWNER.

PLANS PREPARED BY:

DATE RELEASE

04-06-22 SITE SKETCH

08-15-22 PRELIMINARY ZONING DRAWINGS

10-14-22

FINAL ZONING DRAWINGS

10/24/22 PRELIMINARY CONSTRUCTION DRAWINGS

04-12-23 BID DRAWINGS

04-27-23

UPDATED BID DRAWINGS

06-26-23 FINAL CONSTRUCTION DRAWINGS

11-10-23 REV. FINAL CONSTRUCTION DRAWINGS

PROJECT INFORMATION:

ECSO 9-1-1

TABLE MOUNTAIN

7975 HYATT PRAIRIE RD.

ASHLAND, OR 97520

12725 SW MILLIKAN WAY, SUITE 300

BEAVERTON, OR 97005

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

Cushing

Civil Engineers

Civil Engineers

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

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

DESIGN LOADS:

ROOF SNOW LOAD DATA - GROUND SNOW LOAD: 102 PSF

FLAT-ROOF SNOW LOAD: 122.4 PSF

SNOW EXPOSURE FACTOR: 1.0

SNOW LOAD IMPORTANCE FACTOR: 1.2

THERMAL FACTOR: 1.0

WIND DESIGN DATA - ULTIMATE DESIGN WIND SPEED: 106 MPH

RISK CATEGORY: IV

WIND EXPOSURE: C

INTERNAL PRESSURE COEFFICIENT: 0.18±

DESIGN WIND PRESSURES;

WIND LOAD HORIZONTAL (MWFRS):53.1 PSF

WIND LOAD (UPLIFT) (MWFRS): 59.7 PSF

EARTHQUAKE DESIGN DATA - RISK CATEGORY: IV

SEISMIC IMPORTANCE FACTOR: 1.5

MAPPED SPECTRAL RESPONSE ACCEL-

ERATION PARAMETERS;

SS 0.604

S1 0.315

SITE CLASS: D

DESIGN SPECTRAL RESPONSE ACCEL-

ERATION PARAMETERS;

SDS 0.530

SD1 N/A

SEISMIC DESIGN CATEGORY: D

BASIC SEISMIC FORCE-RESISTING

SYSTEM: BEARING WALL

DESIGN BASE SHEAR: 0.122W

SEISMIC RESPONSE COEFFICIENT: 0.122

RESPONSE MODIFICATION COEFFICIENT: 6.5

ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL

FORCE PROCEDURE

GEOTECHNICAL INFORMATION - ALLOWABLE BEARING CAPACITY: PER GEO-TECH

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

04-06-22 SITE SKETCH

08-15-22 PRELIMINARY ZONING DRAWINGS

10-14-22

FINAL ZONING DRAWINGS

10/24/22 PRELIMINARY CONSTRUCTION DRAWINGS

04-12-23 BID DRAWINGS

04-27-23

UPDATED BID DRAWINGS

06-26-23 FINAL CONSTRUCTION DRAWINGS

11-10-23 REV. FINAL CONSTRUCTION DRAWINGS

PROJECT INFORMATION:

ECSO 9-1-1

TABLE MOUNTAIN

7975 HYATT PRAIRIE RD.

ASHLAND, OR 97520

12725 SW MILLIKAN WAY, SUITE 300

BEAVERTON, OR 97005

503-387-5331 www.cushing-engr.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;

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

EXISTING SELF-SUPPORT TOWER;

EXCAVATION = NA

APPROX. TOTAL AREA OF DISTURBANCE OF PROPOSED GRADING = 340 SQ. FT.

IMPERVIOUS AREAS

TOTAL PARCEL AREA = 396,964,458 SQ. FT.

PRE-DEVELOPMENT AREA; EXISTING IMPERVIOUS:

EXISTING COMPOUND = 3,654 SQ. FT.

EXISTING ACCESS & PARKING = NA

TOTAL = 3,654 SQ. FT.

POST-DEVELOPMENT AREA; NEW IMPERVIOUS:

NEW COMPOUND = 0 SQ. FT.

NEW ACCESS & PARKING = 0 SQ. FT.

TOTAL = 0 SQ. FT.

PERVIOUS = 0 SQ. FT

EXISTING GRADE

PROPOSED GRADE

TEMPORARY SILT FENCE

CONSTRUCTION ENTRANCE

FLOW DIRECTION

GROUND ELEVATION

LEGEND

82 LF OF (P) SILT FENCE

SEE DETAIL ON ER-2

FLOW DIRECTION, TYP

(P) SHELTER

(EX) TOWER

(P) 500 GALLON

PROPANE TANK

(EX) FENCED

COMPOUND

(EX) EQUIP. SHELTER

FG 6104.0'

FG 6103.75'

MATCH EXISTING GRADE

MATCH EXISTING GRADE

TOP OF SLAB

FOUNDATION 6104.5'

GRADING &

EROSION CONTROL

DETAILS

ER-2

SHEET NUMBER:

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

04-06-22 SITE SKETCH

08-15-22 PRELIMINARY ZONING DRAWINGS

10-14-22

FINAL ZONING DRAWINGS

10/24/22 PRELIMINARY CONSTRUCTION DRAWINGS

04-12-23 BID DRAWINGS

04-27-23

UPDATED BID DRAWINGS

06-26-23 FINAL CONSTRUCTION DRAWINGS

11-10-23 REV. FINAL CONSTRUCTION DRAWINGS

PROJECT INFORMATION:

ECSO 9-1-1

TABLE MOUNTAIN

7975 HYATT PRAIRIE RD.

ASHLAND, OR 97520

12725 SW MILLIKAN WAY, SUITE 300

BEAVERTON, OR 97005

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

Cushing

Civil Engineers

Civil Engineers

SEDIMENT FENCE NOTES:

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

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

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

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

BACKFILLED AND COMPACTED ALONG THE ENTIRE DISTURBED AREA.

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

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

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

PERMANENTLY PROTECTED AND STABILIZED.

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

PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.

3SCALE: NTS

2SCALE: NTS

4SCALE: NTS

1SCALE: NTS

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

GRAVEL CONSTRUCTION ENTRANCE TEMPORARY SEDIMENT FENCE

PLASTIC SHEETING SETBACKS AND DRAINAGE DIMENSIONS

© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS © 2023 TomTom

P

GAT

E 16

GAT

E 4'

8' CHAIN LINK FENCE PROPANE TANKS

GRAVEL

GRAVEL

6,101

6,102

6,103

6,104

6,105

6,10

6,10

6,105

6,104

OVERALL SITE PLAN

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

04-06-22 SITE SKETCH

08-15-22 PRELIMINARY ZONING DRAWINGS

10-14-22

FINAL ZONING DRAWINGS

10/24/22 PRELIMINARY CONSTRUCTION DRAWINGS

04-12-23 BID DRAWINGS

04-27-23

UPDATED BID DRAWINGS

06-26-23 FINAL CONSTRUCTION DRAWINGS

11-10-23 REV. FINAL CONSTRUCTION DRAWINGS

PROJECT INFORMATION:

ECSO 9-1-1

TABLE MOUNTAIN

7975 HYATT PRAIRIE RD.

ASHLAND, OR 97520

12725 SW MILLIKAN WAY, SUITE 300

BEAVERTON, OR 97005

503-387-5331 www.cushing-engr.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

ZONING

FR (COUNTY-FOREST RESOURCE)

22X34 SCALE: 1" = 500' 111X17 SCALE: 1" = 1000'

ZONING

FR (COUNTY-FOREST RESOURCE)

ZONING

FR (COUNTY-FOREST RESOURCE)

ZONING

FR (COUNTY-FOREST RESOURCE)

ZONING

FR (COUNTY-FOREST RESOURCE)

(EX) SUBJECT

PROPERTY LINE

SITUATED IN THE N.E. 1/4 OF SECTION 8, T39S, R.3E, W.M.

CITY OF ASHLAND, JACKSON COUNTY, OREGON

(EX) INGRESS / EGRESS

FROM HYATT PRAIRIE RD

(EX) ACCESS ROAD

(±18,200 LF. / ±3.44 MILES)

61.67'

CL OF TOWER

697.9'

CL OF TOWER

(FRONT SETBACK)

KEENE CREEK

COTTONWOOD

CREEK

BURNT CREEK ROAD

P

LPG LPG LPG LPG LPG LPG

L P

G L

P G

L P

G L

P G

L P

G

LPG

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

SHEET NUMBER:

SHEET TITLE:

(P) 12'x16' SHELTER W/ GENERATOR

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

04-06-22 SITE SKETCH

08-15-22 PRELIMINARY ZONING DRAWINGS

10-14-22

FINAL ZONING DRAWINGS

10/24/22 PRELIMINARY CONSTRUCTION DRAWINGS

04-12-23 BID DRAWINGS

04-27-23

UPDATED BID DRAWINGS

06-26-23 FINAL CONSTRUCTION DRAWINGS

11-10-23 REV. FINAL CONSTRUCTION DRAWINGS

PROJECT INFORMATION:

ECSO 9-1-1

TABLE MOUNTAIN

7975 HYATT PRAIRIE RD.

ASHLAND, OR 97520

12725 SW MILLIKAN WAY, SUITE 300

BEAVERTON, OR 97005

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

Cushing

Civil Engineers

Civil Engineers

(EX) TRANSFORMER

(P) ICE-BRIDGE

SEE SHEET C-4 FOR DETAIL

1,2 C-3

(EX) SELF-SUPPORT TOWER

24'

(P) FENCE

(EX) SHELTER

(EX) H-FRAME

W/ METER BASE

(EX) FENCED COMPOUND

(EX) 14' WIDE

ACCESS GATE

(EX) ACCESS ROAD

APPROX. LOCATION OF (EX)

SUBJECT PROPERTY LINE

(EX) DISTURBED LAND

45'

F E

N C

E

28'-6"

(P) 500 GALLON

PROPANE TANK

(EX) PROPANE

TANK, TYP OF (2)

ENLARGED

SITE PLAN

C-2

TAX LOT#: 393E 1300

ACCOUNT ID#: 1-010687-7

ZONING

FR (COUNTY-FOREST RESOURCE)

NOTES:

1. TOWER INFO SHOWN FOR CONCEPTUAL USE ONLY.

SEE TOWER STRUCTURAL DESIGN BY OTHERS.

2. THIS IS NOT A SURVEY ALL EXISTING INFORMATION

IS PROVIDED BY GIS & SITE WALK NOTES

28'-3"

(P) CHAIN-LINK FENCE,

MATCH (EX) FENCE

(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

(P) LED SHELTER LIGHT

SEE SHEET C-5 FOR DETAILS

(P) 200A

METER W/

DISCONNECT

(EX) 16' WIDE

ACCESS GATE

(EX) TREE, TYP

3'-2"

24' PORTION OF (EX)

FENCE TO BE REMOVED

F E

N C

E

8'(P) POWER FROM (EX) TRANSFORMER (±93 LF)

SEE SHEET C-5 FOR TRENCH DETAIL

(POWER ROUTE TO BE COORDINATED WITH

UTILITY COMPANY)

(P) GAS AND TELCO LINE TO

(P) GENERATOR, SEE SHEET

C-5 & C-6 FOR TRENCH DETAIL

25' SET BACK FROM

IGNITION SOURCE

C O

A X

C O

A X

C O

A X

C O

A X

C O

A X

C O

A X

C O

A X

C O

A X

COAX

LICENSURE:

DRAWING INFORMATION:

THIS DRAWING IS COPYRIGHTED AND IS THE SOLE

PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY

FOR USE BY THE OWNER AND ITS AFFILIATES.

REPRODUCTION OR USE OF THIS DRAWING AND/OR

THE INFORMATION CONTAINED IN IT IS FORBIDDEN

WITHOUT THE WRITTEN PERMISSION OF THE OWNER.

PLANS PREPARED BY:

DATE RELEASE

04-06-22 SITE SKETCH

08-15-22 PRELIMINARY ZONING DRAWINGS

10-14-22

FINAL ZONING DRAWINGS

10/24/22 PRELIMINARY CONSTRUCTION DRAWINGS

04-12-23 BID DRAWINGS

04-27-23

UPDATED BID DRAWINGS

06-26-23 FINAL CONSTRUCTION DRAWINGS

11-10-23 REV. FINAL CONSTRUCTION DRAWINGS

PROJECT INFORMATION:

ECSO 9-1-1

TABLE MOUNTAIN

7975 HYATT PRAIRIE RD.

ASHLAND, OR 97520

12725 SW MILLIKAN WAY, SUITE 300

BEAVERTON, OR 97005

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

Cushing

Civil Engineers

Civil Engineers

EXISTING EAST ELEVATION 1 PROPOSED EAST ELEVATION 2

ELEVATIONS

C-3

SHEET NUMBER:

SHEET TITLE:

(EX) TOWER 120.0' AGL

(EX) SHELTER

(EX) 120' AGL LATTICE TOWER

(EX) 8.9'Ø MICROWAVE CL ±110.0' AGL

(EX) FENCED

COMPOUND

LEG B LEG ALEG C

(EX) HP8-59-P1A PARABOLIC

ANTENNA

AZIMUTH =60°

11X17 SCALE: 3/4" = 1' 22X34 SCALE: 1-1/2" = 1'

(P) 500 GALLON

PROPANE TANK

11X17 SCALE: 3/4" = 1' 22X34 SCALE: 1-1/2" = 1'

NOTES:

· 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

· NEW SHELTER TO BE TEXTURED

AND EARTH TONE IN COLOR

(EX) 120' SELF-SUPPORT LATTICE TOWER; CAPACITY OF

TOWER & ITS FOUNDATION TO SUPPORT PROPOSED

LOADING TO BE PROVIDED BY OTHERS

-SEE NOTES ABOVE

(EX) HPX6-59 PARABOLIC

ANTENNA W/ SHROUD

AZIMUTH =0°

(EX) HPX6-59 PARABOLIC

ANTENNA W/ SHROUD

AZIMUTH =60°

(EX) ICE-SHIELD, TYP

(EX) CABLE LADDER,

TYP OF (2)

(P) 6.0'Ø MICROWAVE CL ±35.0' AGL

(EX) MICROWAVE CL ±85.0' AGL

TYP OF (3)

(EX) PAR6-107-PXA

PARABOLIC ANTENNA

(EX) HPX6-59 PARABOLIC

ANTENNA W/ SHROUD

(EX) FOUR BAY VHF

ANTENNA

(EX) ANTENNA CL ±70.0' AGL

(EX) TELEWAVE ANT150D3

(EX) ANTENNA ±120.0' AGL

(EX) ANTENNA

SCALA CL7-150/URM

(EX) TOWER 120.0' AGL

(EX) SHELTER

GROUND LEVEL (GL)

6062.0' AMSL

(EX) 8.9'Ø MICROWAVE CL ±110.0' AGL

(EX) FENCED

COMPOUND

LEG B LEG ALEG C

(EX) HP8-59-P1A PARABOLIC

ANTENNA

AZIMUTH =60°

(P) RFS PAD6-59B

PARABOLIC ANTENNA

AZIMUTH =1°

(TO RUSTLER PEAK)

(EX) HPX6-59 PARABOLIC

ANTENNA W/ SHROUD

AZIMUTH =0°

(EX) HPX6-59 PARABOLIC

ANTENNA W/ SHROUD

AZIMUTH =60°

(P) 6.0'Ø MICROWAVE CL ±125.0' AGL

(EX) ICE-SHIELD, TYP

(EX) CABLE LADDER,

TYP OF (2)

(P) ANTENNA BASE ±60.0' AGL

(P) ANTENNA TIP HEIGHT ±82.0' AGL

(P) 4.0'Ø MICROWAVE CL ±95.0' AGL

(P) RFS PAD6-W59B

PARABOLIC ANTENNA

AZIMUTH =162°

(TO SODA MTN)(P) 6.0'Ø MICROWAVE CL ±35.0' AGL

(EX) MICROWAVE CL ±85.0' AGL

TYP OF (3)

(EX) PAR6-107-PXA

PARABOLIC ANTENNA

(EX) HPX6-59 PARABOLIC

ANTENNA W/ SHROUD

(EX) FOUR BAY VHF

ANTENNA

(EX) ANTENNA CL ±70.0' AGL

(P) RFS SB4-W60C

PARABOLIC ANTENNA

(DIVERSITY RECEIVE)

AZIMUTH =1°

(TO RUSTLER PEAK)

(P) ICE-SHIELD, TYP

(P) OMNI ANTENNA

DB SPECTRA

DS1F06P365U-D

(EX) TELEWAVE ANT150D3

(EX) ANTENNA ±120.0' AGL

(EX) ANTENNA

SCALA CL7-150/URM

(P) ICE-BRIDGE

(P) ICE-BRIDGE

(P) CHAIN-LINK FENCE,

MATCH (EX) FENCE

(P) GPS

ANTENNA

(P) CABLE ROUTE PER

FINAL STRUCTURAL

ANALYSIS

GROUND LEVEL (GL)

6062.0' AMSL

NOTES:

1. TOWER INFO SHOWN FOR CONCEPTUAL USE ONLY.

SEE TOWER STRUCTURAL REPORT BY OTHERS.

2. REFER TO TOWER AND FOUNDATION STRUCTURAL

ANALYSIS REPORT BY TOWER ENGINEERING

PROFESSIONALS DATED 02-23-2022.

POST DIAMETER

3.5"Ø

4"Ø

4"Ø

LINE POST

GATE POST

CORNER POST

8' HIGH GATE/FENCE

POST TYPE

12"Øx33"

16"Øx48"

16"Øx48"

12'-0"

TYPICAL GATE

FOOTING SIZE

NOTES:

6"

8'-0"- 10'-0"

TYPICAL PANEL

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

4" MAX

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

3 STRANDS OF BARBED WIRE

MOUNTED ON KNEE BRACE AS

SPECIFIED; BRACE TO OUTSIDE

TRUSS OR TENSION ROD AS REQUIRED

GRADE SITE PER NOTES ON

SHEET G-1

2" PLASTIC DARK BROWN

PRIVACY SLATS REQUIRED

FENCE & GATE NOTES:

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

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

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

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

5. GATE LATCH: SEE DETAIL 3 THIS SHEET; VERIFY WITH PROPERTY OWNER.

FOOTING W/ 1/2" CROWN; SEE

CHART BELOW FOR SIZE &

DEPTH

POST TO BE SCH. 40 (50 KSI) ON

HINGE SIDE OF ALL GATES

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

MUSHROOM BANDS

FENCE POST (TYP.); SEE CHART

BELOW FOR SIZE

CHAIN-LINK FABRIC; TO TOUCH

GROUND

TENSION WIRE AT BOTTOM OF

FABRIC

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

2. ALL FENCING TO BE ENGINEERED BY

FENCING MANUFACTURER & APPROVED

BY PROJ. MGR. FENCE MANUFACTURER IS

TO VERIFY ADEQUACY OF TABULATED

POST & FOOTING SIZES

TOP RAIL

FOR SIGNAGE, SEE DETAIL 5 THIS SHEET

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.

WELDED STEEL HIGH TEST CHAIN

WITH COMBINATION LOCK; SHALL BE

PROVIDED BY PROPERTY OWNER

2" DIA GALVENIZED STEEL PIPES

CONCRETE MUSHROOM GATE STOP INSTALLED

ABOVE THE FINAL GRAVELED GRADE

(INSTALL PER MANUFACTURER'S INSTRUCTIONS)

7'- 0"

1" MAX.

1'- 0"

COMPOUND SIDEEXTERIOR SIDE

TYPICAL COMPOUND

ROCK SECTION

BOTTOM OF FENCE FABRIC

SCALE: NTS

COMPOUND

DETAILS I

SHEET NUMBER:

SHEET TITLE:

1SCALE: NTS

TYPICAL FENCE SECTION 2SCALE: NTS

GENERAL FENCE NOTES 4SCALE: NTS

5SCALE: 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

04-06-22 SITE SKETCH

08-15-22 PRELIMINARY ZONING DRAWINGS

10-14-22

FINAL ZONING DRAWINGS

10/24/22 PRELIMINARY CONSTRUCTION DRAWINGS

04-12-23 BID DRAWINGS

04-27-23

UPDATED BID DRAWINGS

06-26-23 FINAL CONSTRUCTION DRAWINGS

11-10-23 REV. FINAL CONSTRUCTION DRAWINGS

PROJECT INFORMATION:

ECSO 9-1-1

TABLE MOUNTAIN

7975 HYATT PRAIRIE RD.

ASHLAND, OR 97520

12725 SW MILLIKAN WAY, SUITE 300

BEAVERTON, OR 97005

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

Cushing

Civil Engineers

Civil Engineers

ICE BRIDGE DETAIL 6SCALE: NTS

SIGN DETAILSTYPICAL FENCE ELEVATION

GATE LOCK & CENTER STOP 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

7"

C-4

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

24" WIDE WELDED STEEL

BAR GRATING

ASTM A123 HOT DIP

GALVANIZED 24" WIDE

WELDED STEEL BAR

GRATING

POWER LINE TRENCH

4SCALE: NTS STOOP SECTION DETAIL ACCESS ROAD SECTION DETAIL 5SCALE: NTS

COMPOUND

DETAILS II

C-5

SHEET NUMBER:

SHEET TITLE:

3SCALE: NTS2 COMPOUND ROCK SECTION DETAILSCALE: NTS1SCALE: 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

04-06-22 SITE SKETCH

08-15-22 PRELIMINARY ZONING DRAWINGS

10-14-22

FINAL ZONING DRAWINGS

10/24/22 PRELIMINARY CONSTRUCTION DRAWINGS

04-12-23 BID DRAWINGS

04-27-23

UPDATED BID DRAWINGS

06-26-23 FINAL CONSTRUCTION DRAWINGS

11-10-23 REV. FINAL CONSTRUCTION DRAWINGS

PROJECT INFORMATION:

ECSO 9-1-1

TABLE MOUNTAIN

7975 HYATT PRAIRIE RD.

ASHLAND, OR 97520

12725 SW MILLIKAN WAY, SUITE 300

BEAVERTON, OR 97005

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

Cushing

Civil Engineers

Civil Engineers

GRAVEL ROAD SECTION DETAIL

6SCALE: 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

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

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"

6" MI

N

3"

1/4" PER FOOT SLOPE

(BROOM FINISH)

6" CONCRETE SLAB

(2,500 PSI) W/

#4 BARS @ 12" O.C.

EACH WAY 3" CLR

SHELTER

DOOR &

FLOOR BY

OTHERS

4'x4' CONCRETE

STOOP

FINISH GRADE

3/4" CHAMFER

ON EDGES

CRUSHED AGGREGATE

EXISTING GROUND

1/2" NEOPRENE FILLER W/ BACKER ROD

SHELTER FOUNDATION BY OTHERS

GENERATOR &

PROPANE TANK

DETAILS

C-6

SHEET NUMBER:

SHEET TITLE:

LICENSURE:

DRAWING INFORMATION:

THIS DRAWING IS COPYRIGHTED AND IS THE SOLE

PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY

FOR USE BY THE OWNER AND ITS AFFILIATES.

REPRODUCTION OR USE OF THIS DRAWING AND/OR

THE INFORMATION CONTAINED IN IT IS FORBIDDEN

WITHOUT THE WRITTEN PERMISSION OF THE OWNER.

PLANS PREPARED BY:

DATE RELEASE

04-06-22 SITE SKETCH

08-15-22 PRELIMINARY ZONING DRAWINGS

10-14-22

FINAL ZONING DRAWINGS

10/24/22 PRELIMINARY CONSTRUCTION DRAWINGS

04-12-23 BID DRAWINGS

04-27-23

UPDATED BID DRAWINGS

06-26-23 FINAL CONSTRUCTION DRAWINGS

11-10-23 REV. FINAL CONSTRUCTION DRAWINGS

PROJECT INFORMATION:

ECSO 9-1-1

TABLE MOUNTAIN

7975 HYATT PRAIRIE RD.

ASHLAND, OR 97520

12725 SW MILLIKAN WAY, SUITE 300

BEAVERTON, OR 97005

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

Cushing

Civil Engineers

Civil Engineers

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 10'-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"

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

SHELTER FLOOR STRUCTURE

BACKUP GENERATOR

MANUFACTURER TBD

SHELTER FLOOR

STRUCTURE

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…