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GENERAL NOTES:

1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, AND THIS SET OF DOCUMENTS IS INTENDED

TO BE USED FOR DIAGRAMMATIC PURPOSE 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 STATEMENT OF WORK.

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, OWNER'S REPRESENTATIVE

PRIOR TO START OF WORK .

3.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 .

4.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.

5.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 CONSULTANT OF ANY DAMAGE TO THE BUILDING SITE OR ANY ADJACENT STRUCTURES AROUND THE PROJECT. THE OWNER'S 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.

6. 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.

7.THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS, WALL, CEILING, OR OTHER CONSTRUCTION AS REQUIRED GAINING 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.

8.CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A1 □BC WITHIN

75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION.

9.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.

10. CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY LOCATES, SCHEDULING, COORDINATING SPECIAL AND BUILDING DEPARTMENT INSPECTIONS. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY

OBTAIN COPIES OF THE RULES BY CALLING THE NOTIFICATION CENTER (503) 232-1 987).

11. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND UTILIZING ORIGINAL ROOFING CONTRACTOR AS REQUIRED TO

MAINTAIN ANY EXISTING ROOFING WARRANTY.

12. 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.

13. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DRAWINGS AND IN FIELD. NOTIFY OWNER'S

REPRESENTATIVE OF ANY DISCREPANCIES.

14. CONSTRUCTION MEANS, METHODS AND ALL NECESSARY TEMPORARY SUPPORT PRIOR TO COMPLETION OF VERTICAL AND

LATERAL LOAD SYSTEMS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

15. WHERE REFERENCE IS MADE TO ASTM, AISC, ACI OR OTHER STANDARDS, THE LATEST ISSUE AT THE BUILDING PERMIT

DATE SHALL APPLY.

PERMITS AND CODE REQUIREMENTS:

1. ON NEW TOWER SITES, OWNER WILL CONFIRM FAA 1 A LETTER APPROVAL OF THE TOWER LOCATION BY USING A TOWER

RELEASE FORM. NO NEW TOWER SHALL BE CONSTRUCTED UNTIL THE TOWER RELEASE FORM IS ISSUED TO THE

CONTRACTOR.

2.BOUNDARY, TOPOGRAPHY AND EXISTING SITE FEATURES ARE BASED ON PROPERTY SURVEY. CONTRACTOR SHALL UTILIZE SURVEY TO ESTABLISH LOCATIONS OF PROPERTY BOUNDARIES ELEVATIONS, BENCHMARKS AND OTHER SITE INFORMATION.

CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS AND IMMEDIATELY NOTIFY THE CONSTRUCTION PROJECT MANAGER OF ANY DISCREPANCIES BETWEEN THE SURVEY (OR EXISTING CONDITIONS) AND THE DRAWINGS PRIOR TO

PROCEEDING WITH WORK.

3.CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS DURING THE CONSTRUCTION AND REESTABLISH ANY DISTURBED

MONUMENTS.

4.ANTENNA TOWER AND TOWER FOUNDATIONS ARE SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. REFER TO TOWER RELEASE

DRAWINGS AND/OR TOWER AS-BUILTS FOR TOWER DETAILS.

5.ANY SUBSTITUTIONS OF MATERIALS, EQUIPMENT OR ALTERATIONS FROM THE PLANS AND/OR SPECIFICATIONS SHALL BE

APPROVED BY THE OWNER PRIOR TO ORDERING OR INSTALLATIONS.

CONSTRUCTION OBSERVATION, INSPECTION & TESTING:

1. THE REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL INSPECTOR PER THE LATEST

EDITION OF THE OREGON STRUCTURAL SPECIALTY CODE (OSSC).

2.ANY MATERIAL WHICH FAILS TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER. SPECIAL INSPECTOR TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDERS DESIGNED

COMPONENTS.

3.INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS FOR THE MATERIAL USED IF THE CONSTRUCTION TOOK PLACE ON SITE. CONTINUOUS INSPECTION WILL NOT BE REQUIRED DURING PREFABRICATION. THE APPROVED AGENCY

CERTIFIES THE CONSTRUCTION AND FURNISHES EVIDENCE OF COMPLIANCE.

4. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT CERTIFYING THAT ALL WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE SPECIAL INSPECTOR'S KNOWLEDGE IN CONFORMANCE WITH THE APPROVED PERMIT PLANS AND

SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS.

5. THE INDEPENDENT TESTING LAB TO BE RETAINED BY OWNER TO PROVIDE INSPECTIONS AND SPECIAL INSPECTIONS AS

DESCRIBED HEREIN.

6.CONTRACTOR IS RESPONSIBLE TO COORDINATE AND PROVIDE ON SITE ACCESS TO ALL REQUIRED INSPECTIONS AND

SAMPLIING IN TIME TO MAKE SUCH INSPECTIONS.

7.DO NOT COVER WORK REQUIRED TO BE INSPECTED PRIOR TO INSPECTION BEING MADE. IF WORK IS COVERED, UNCOVER

AS NECESSARY.

8.THE CONTRACTOR SHALL CORRECT ALL DEFICIENCIES NOTED IN THE SPECIAL INSPECTION REPORTS TO BRING THE CONSTRUCTION INTO COMPLIANCE WITH THE CONTRACT DOCUMENTS, ADDENDUM, RFl'S AND/OR WRITTEN INSTRUCTIONS.

THE CONTRACTOR IS RESPONSIBLE TO REQUEST SUMMARY REPORTS FROM THE SPECIAL INSPECTOR AT THE TIME OF THE

PROJECT SUBSTANTIAL COMPLETION.

CONCRETE ANCrORS:

1. EXPANSION ANCHORS: HILTI KWIK BOLT-TZ.

a. FULL BEARING CONTACT FOR 3-INCH MINIMUM AROUND EACH ANCHOR MUST BE PROVIDED BETWEEN THE FACE OF CONCRETE AND THE ANCHORED ASSEMBLY. PROVIDE NON-SHRINK GROUT AND PACK AS REQUIRED TO ELIMINATE ALL

VDID SPACES BETWEEN FACE OF CONCRETE AND THE ANCHORED ASSEMBLY.

b. DO NOT CUT MAIN REINFORCING OR BREAKOUT BACK SURFACE WHEN DRILLING HOLES.

c. INSTALL ANCHORS PER MANUFACTURER'S SPECIFICATIONS. TORQUE 3/4"¢ ANCHORS TO 110 FT-LB.

RE NFORCED CONCRETE:

1. STRENGTH: AVERAGE CONCRETE STRENGTH AS DETERMINED BY JOB CAST, LAB CURED CYLINDER SHALL BE 4500 PSI UNO AT 28 DAYS PLUS INCREASE DEPENDING UPON THE PLANT'S STANDARD DEVIATION AS SPECIFIED IN ACI 318.

□. CEMENT CONTENT PER YARD: FIVE (5) SACKS.

b. MAXIMUM WATER/CEMENT RATIO: 0.55 FOR NON-AIR ENTRAINED CONCRETE: 0.46 FOR AIR-ENTRAINED

CONCRETE.

c. ROUGH AGGREGATE SIZE FOR SLABS ON GRADE SHALL BE 1-INCH MINUS FOR SLABS LESS THAN 5-INCHES

THICK AND 1-1/2-INCH MINUS FOR SLABS 5-INCHES AND THICKER.

d. FLY ASH MAY BE ADDED TO THE CONCRETE MIX AND INCLUDED IN THE WATER CEMENT RATIO BUT IS NOT TO

BE USED AS PART OF THE MINIMUM CEMENT CONTENT. FLY ASH IS NOT TO EXCEED 15% OF THE TOTAL WEIGHT OF CEMENTITIOUS MATERIALS UNLESS SPECIFICALLY APPROVED AND SPECIAL TESTING IS PROVIDED BY

THE CONTRACTOR TO CONSIDER LATE STRENGTH DEVELOPMENT AND FINISHING.

e. DESIGN SLUMP: MINIMUM 4", MAXIMUM 6". FIELD VARIATION FROM DESIGN SLUMP +1/2 INCH TO -1 INCH.

WHEN CONCRETE IS TO BE PUMPED ADD PLASTICIZERS AND PROVIDE A NEW MIX DESIGN TO INCREASE SLUMP TO A PUMPABLE MIX. DO NOT ADD WATER AT THE JOBSITE UNLESS AUTHORIZED BY THE CONCRETE SUPPLIER.

f. AIR ENTRAINMENT: PER ACI AT ALL EXTERIOR SLABS AND FLAT WORK.

g. ADMIX: WATER REDUCING ADMIX (POZZOLITH/POLYHEED/RHEOBUILD OR EQUAL.)

h. ALL ADMIXTURES ARE TO BE FROM THE SAME MANUFACTURER UNLESS EVIDENCE IS SUBMITTED VERIFYING

COMPATIBILITY OF MULTIPLE SOURCE ADMIXTURES.

2.PLACE AND CURE ALL CONCRETE PER ACI CODES AND STANDARDS.

3.SLEEVES, PIPES OR CONDUITS OF ALUMINUM SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE UNLESS

EFFECTIVELY COATED.

4.ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 60, U.N.O.

5.FABRICATE AND INSTALL REINFORCING STEEL ACCORDING TO ACI 315, DETAILS AND DETAILING OF CONCRETE

REINFORCEMENT.

CONCRETE F NISHI NG:

1. AFTER STRIKING OFF AND CONSOLIDATING CONCRETE, SMOOTH SURFACE BY SC REEDING AND FLOATING. ADJUST

FLOATING TO COMPACT SURFACE AND PRODUCE UNIFORM TEXTURE. AFTER FLOATING, TEST SURFACE FOR TRUENESS WITH 1 O' -0" STRAIGHTEDGE. DISTRIBUTE CONCRETE AS REQUIRED TO REMOVE SURFACE IRREGULARITIES, AND

REFLOAT REPAIRED AREAS TO PROVIDE CONTINUOUS SMOOTH FINISH.

2. WORK EDGES OF SIDEWALKS, GUTTERS, BACK TOP EDGE OF CURB, AND FORMED JOINTS WITH EDGING TOOL, ROUNDING EDGE TO 1/2-INCH RADIUS, UNO. ELIMINATE TOOL MARKS ON CONCRETE SURFACE. AFTER COMPLETION

OF FLOATING AND TROWELLING, WHEN EXCESS MOISTURE OR SURFACE FINISH, AS FOLLOWS:

CURBS, GUTTERS, AND SIDEWALKS: BROOM FINISH BY DRAWING FINE-HAIR BROOM

ACROSS SURFACE PERPENDICULAR TO FLOW OF TRAFFIC. REPEAT OPERATION AS

NECESSARY TO PRODUCE FINE LINE TEXTURE.

3.DO NOT REMOVE FORMS FOR 24 HOURS AFTER CONCRETE HAS BEEN PLACED. AFTER FORM REMOVAL, CLEAN ENDS OF JOINTS AND POINT OUT MINOR HONEYCOMBED AREAS. REMOVE AND REPLACE AREAS OR SECTIONS WITH MAJOR

DEFECTS, AS DIRECTED BY AGENCY.

4.PROTECT AND CURE FINISHED CONCRETE PAVING USING ACCEPTABLE MOIST-CURING METHODS, MORE PARTICULARLY

DESCRIBED IN "WATER-CURING" SECTION OF ACI 308.

STRUCTURAL S-EEL:

1. ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED ASTM A 123-A 123M-02 UNLESS

NOTED OTHERWISE.

2.STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM A500, GRADE A OR A501.

3.ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND AWS D1 .1.

WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL

OF STEEL CONSTRUCTION", 9TH EDITION.

4.BOLTED CONNECTIONS SHALL USE BEARING TYPE GALV. ASTM A307 BOLTS (5/8" DIA. U.N.O.) AND SHALL HAVE A

MINIMUM OF TWO BOLTS U.N.O .

5.NON-STRUCTURAL CONNECTIONS FOR HANDRAIL, LADDERS AND STEEL GRATING MAY USE 5/8" DIA. GALVANIZED

ASTM A307 BOLTS U.N.O.

6.UNO, ALL BOLTS ARE TO BE "SNUG TIGHT" AS PER RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING

HIGH-STRENGTH BOLTS DATED DECEMBER 31, 2009.

ELECTRICAL:

1. CONTRACTOR SHALL PROVIDE LOCATES FOR ALL UNDER-GROUND UTILITIES PRIOR TO PERFORMING ANY EXCAVATION.

2.CONTRACTOR TO PROVIDE ALL ADDITIONAL DRAWINGS REQUIRED BY LOCAL AGENCIES.

3.CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL WORK INDICATED. ANY/ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH DRAWINGS AND ANY /ALL APPLICABLE SPECIFICATIONS. IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH THESE REQUIREMENTS, CONTRACTOR SHALL NOTIFY PROJECT MANAGER AS SOON AS POSSIBLE, AND SHALL NOT PROCEED WITH THAT PORTION OF WORK, UNTIL THE PROJECT MANAGER HAS DIRECTED THE

CORRECTIVE ACTIONS TO BE TAKEN.

4.ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ANY /ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. ALL EXISTING CONDITIONS OF ELECTRICAL EQUIPMENT, LIGHT FIXTURES, ETC., THAT ARE PART OF THE FINAL SYSTEM, SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO THE SUBMITTING OF HIS BID. FAILURES TO COMPLY WITH THIS PARAGRAPH WILL IN NO WAY RELIEVE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A COMPLETE AND

WORKING SYSTEM.

5.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL CODES AND LOCAL ORDINANCES OF THE LOCAL POWER & TELEPHONE COMPANIES HAVING JURISDICTION AND SHALL INCLUDE

BUT NOT BE LIMITED TO:

A. NFC - NATIONAL FIRE CODES

B. UL - UNDERWRITERS LABORATORIES

C. NEC - NATIONAL ELECTRICAL CODE

D. NEMA - NATIONAL ELECTRICAL MANUFACTURERS ASSOC.

E. OSHA - OCCUPATIONAL SAFETY AND HEALTH ACT

F. SBC - STANDARD BUILDING CODE

G. IBC - INTERNATIONAL BUILDING CODE

6.DO NOT SCALE ELECTRICAL DRAWINGS. REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL

EQUIPMENT, AND CONFIRM WITH PROJECT MANAGER ANY SIZES AND LOCATIONS WHEN NEEDED.

7.THE TERM "PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS INDICATES THAT THE CONTRACTOR

SHALL FURNISH AND INSTALL.

8.IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION. CONTRACTOR IS EXPECTED TO PROVIDE ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR

THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER.

9.PROVIDE CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES AND DEVICES FOR ALL OUTLETS AS

INDICATED.

10. TRENCHING AND BACKFILL: CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT AND/OR CABLES INCLUDING EXCAVATION AND BACKFILLING AND COMPACTION. REFER TO NOTES AND REQUIREMENTS

EXCAVATION AND BACKFILLING.

ossc

SPECIAL INSPECTIONS YES NO NOTES SECTION

GOLD

INSPECTION OF FABRICATORS (FABRICATED ITEMS) X SEAL 1704.2

STEEL CONSTRUCTION X 1704.3

CONCRETE CONSTRUCTION X 1704.4

MASONRY CONSTRUCTION X 1704,5

SOILS - INCLUDING SOIL DENSITY (FILL, BACKFILL,

SUBGRADE FOR BUILDINGS, STRUCTURES, TOWERS,

UTILITY TRENCHES UNDER ROAD WAYS, AND SITE

COMPOUND SUBGRADE) X 1704.7

CAST-IN-PLACE (PIER) FOUNDATIONS X 1704.9

VERTICAL MASONRY FOUNDATION X 1704.11

ANCHORS X

SPECIAL CASE X 1 704. 15

SEISMIC RESISTANCE X 1707.1

SPECIAL INSPECTIONS FOR WIND REQUIREMENTS X 1706.1

SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE X 1707.1

TESTING AND QUALIFICATION FOR SEISMIC RESISTANCE X 1708. 1

STRUCTURAL OBSERVATIONS X 1710

EROSION CONTROL X

INSPECTION OF GROUND RING, RODS, CHEM. GROUNDS,

EXOTHERMIC WELDING, AND SOIL ENHANCEMENT X

NATIONAL CODES & SPECIFICATIONS

1. ANSI C84.1-1982, VOLTAGE RATINGS (60 HZ) FOR ELECTRICAL POWER SYSTEMS AND EQUIPMENT

2. NFPA 30, FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE

3. NFPA 37, STANDARD FOR THE INSTALLATION AND USE OF STATIONARY COMBUSTION ENGINES AND GAS TURBINES

4. NFPA 54, NATIONAL FUEL GAS CODE

5. NFPA 58, UTILITY LP-GAS PLANT CODE

6. NFPA 70, NATIONAL ELECTRICAL CODE, 2005 EDITION

7. NFPA 110, STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS

8. UL 142, STEEL ABOVEGROUND TANKS FOR FLAMMABLE AND COMBUSTIBLE LIQUIDS

9. UL 508, INDUSTRIAL CONTROL EQUIPMENT

10. UL 1581. ELECTRICAL WIRE. CABLES. AND FLEXIBLE CORDS

11. UL 2200, STATIONARY ENGINE GENERATOR ASSEMBLIES

12. NATIONAL ELECTRICAL CODE UNLESS NOTED OTHERWISE

13. INTERNATIONAL BUILDING CODE LATEST EDITION UNLESS NOTED OTHERWISE

14. OREGON STRUCTURAL SPECIALTY CODE LATEST EDITION UNLESS NOTED OTHERWISE

15. OREGON FIRE CODE LATEST EDITION UNLESS NOTED OTHERWISE

16. ANSI/EIA/TIA-222-G

17. HARRIS $TANDARDS AND GUIDELINES FOR COMMUNICATION SITES VERSION 2005.

ABBREVIATIONS:

ATS

AWG

BATT

BGR

C

CONC

CGB

EG

FF

FG

GEN

GPS

FNMC

MTS

N.T.S.

o.c.

PPC

RBS

RGS

SST

TCW

TYP

UNO

AUTOMATIC TRANSFER SWITCH

AMERICAN WIRE GAUGE

BATTERY

BURIED GROUND RING

CONDUIT

CONCRETE

COAX GROUND BAR

EXISTING GRADE

FINISH FLOOR

FINAL GRADE

GENERATOR

GLOBAL POSITIONING SYSTEM

FLEXIBLE NONMETALLIC CONDUIT

MANUAL TRANSFER SWITCH

NOT TO SCALE

ON CENTER

POWER PROTECTION CABINET

RADIO BASE STATION

RIGID GALVANIZED STEEL

SELF SUPPORT TOWER

TINNED COPPER WIRE (#2 AWG SOLID)

TYPICAL

UNLESS NOTED OTHERWISE

�� REPRESENTS DETAIL NUMBER

�REPRESENTS SHEET NUMBER

LEGEND:

-x---x-

-x x-

---75---

---75---

-0----0----0--

---UG--

___ UE --

___ UT --

- --FO- -

___ □HE --

___ □HT --

-- □HE8.T

-- UE8.T --

--- E --- ---T ---

-GAS--GAS-

-TL - - TL -

PROPOSED FENCE

EXISTING FENCE

PROPOSED CONTOUR (5')

EXISTING CONTOUR (5')

PROPOSED CONTOUR (1')

EXISTING CONTOUR (1 ')

SILT FENCE

EXOTHERMIC WELD TYPE CONNECTION

MECHANICAL CONNECTION

#2 AWG TCW GROUND

UNDERGROUND CONDUIT

UNDERGROUND ELECTRIC

UNDERGROUND TELEPHONE

FIBER OPTIC

OVERHEAD ELECTRIC

OVERHEAD TELEPHONE

OVERHEAD ELECTRIC & TELEPHONE

UNDERGROUND ELECTRIC & TELEPHONE

ELECTRIC

TELEPHONE

GAS

TELEMETRY

ODOT WIRELESS COMMUNICATIONS SECTION

355 CAPITOL STREET NE, MS 11

SALEM , OR 97301

1337 E DESERT FLOWER LANE

PHOENIX, AZ 85048

PHONE: (480) 213-8524

PROFESSIONAL STAr.F

C B A

REV.

95% PROGRESS SET 10/31/22

90% PROGRESS SET 08/22/22

60% PROGRESS SET 05/02/22

DESCRIPTION DATE

SITE NAME: WOLF MTN

SITE ID: F72005

UNNAMED FOREST ROAD FROM FR-527

NEAR OAKRIDGE, OR

LANE COUNTY

LATITUDE: 43° 36' 59.86"N

LONGITUDE: 122° 13' 51.22'W

ELEVATION: ±6,443' AMSL

GENERAL NOTES

GN-1

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