Attachment 2 - IMB-20001953 DRAWING PACKAGE.pdf

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REVDRAWING NO

DATE JCN

APPROVED BY

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DRAWN

DESIGNED

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FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVD

A

SHEET INDEX

G001 COVER SHEET

G002 SITE PLAN AND GENERAL NOTES

D001 TOWER DEMOLITION PLAN

A001 SITE RESTORATION PLAN

S001 STAIRCASE ELEVATION PLAN

S002 STAIRWELL PLAN VIEW AND FOUNDATION

S003 STRUCTURAL DETAILS

E001 EQUIPMENT ROOM RESTORATION PLAN

E002 CABLE RESTORATION ROUTING AND GROUNDING

E003 CABLE GROUNDING DETAILS

E004 GENERAL GROUNDING DETAILS

IMB VOR

TOWER SAFETY PROJECT

KIMBERLY OREGON

APRIL 2023

OWNER: U.S. GOVERNMENT - BUREAU OF LAND MANAGEMENT - PRINEVILLE OREGON

LOCATION: SECTION 3, T.11 S., R.25 E., W.M., WHEELER COUNTY, OREGON

LONGITUDE: 119° 42' 37"

LATITUDE: 044° 38' 53"

ELEVATION: 5217 M.S.L.

POWER: COLUMBIA POWER CO-OOP - MOUNUMENT, OREGON

TELEPHONE: BLUE MOUNTAIN TELEPHONE INC. - SPRAY, OREGON

VICINITY MAP

NOT TO SCALE

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RANCH

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STATE PARK

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STATE PARK

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STATE PARK

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TO REDMOND

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TO JOHN DAY

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FAA ROAD 7.9 MI.

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7.8 MI.

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11.8 MI.

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GRANT COUNTY

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DAYVILLE

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STATE RD.19

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TO KIMBERLY

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HQ

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WHEELER COUNTY

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VOR/DME PROJECT SITE

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EDM:

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ISSUED FOR:

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$WATERMARK$

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$WATERMARK$

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IMB-D-20001953-G001

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MGR: ENGINEERING - SEATTLE

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PROJECT ENGINEER

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CB

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CB

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VC

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CASEY BROWNE

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JAY KAMANI

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KIMBERLY

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OR

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TOWER SAFETY PROJECT

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COVER SHEET

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GENERAL

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VOR

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INFRASTRUCTURE OPS

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ENGINEERING SERVICES

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ATO - TECHNICAL OPERATIONS

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WESTERN SERVICE AREA

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CONSTRUCTION

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DEPARTMENT OF TRANSPORTATION

REV APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVD

A30' 0 30' 60'

SCALE: 1" = 30'

A001

SCALE: 1" = 30'-0"

SITE PLAN

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TERMINAL POLE

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TELCO LINE

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CONTROL CABLE

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35' F.A.S. ANTENNA

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MAST 2' FROM BUILDING

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GRADED OUT TO

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BLDG. SITE ELEVATION

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RM

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SOLID ROCK

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1000 GAL. FUEL

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TANK ABOVE GND.

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(DIESEL)

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VEHICLE

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GUARDS

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4 : 1 SLOPE

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FENCE

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FENCE

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EL. 5217'

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14' GATE

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12' GRAVELED ROAD

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TOE OF SLOPE LINE

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GRADED OUT TO

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BLDG. SITE ELEV.

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TO HWY 19

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TRUE NORTH

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MAG. NORTH

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BEARINGS ARE TRUE

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CONCRETE

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MARKER

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NORTH

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CONCRETE

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CONCRETE

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RCL ANTENNA PLATFORM

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EDM:

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ISSUED FOR:

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$WATERMARK$

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IMB-D-20001953-G002

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MGR: ENGINEERING - SEATTLE

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PROJECT ENGINEER

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CB

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CB

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VC

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CASEY BROWNE

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JAY KAMANI

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KIMBERLY

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OR

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TOWER SAFETY PROJECT

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SITE PLAN AND GENERAL NOTES

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GENERAL

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VOR

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INFRASTRUCTURE OPS

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ENGINEERING SERVICES

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ATO - TECHNICAL OPERATIONS

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WESTERN SERVICE AREA

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REVDRAWING NO

DATE JCN

APPROVED BY

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CHECKED

DRAWN

DESIGNED

SUBMITTED BY

REVIEWED BY

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVD

A

GENERAL LEGEND:

X

X

CONSTRUCTION KEY

NOTE

DEMOLITION KEY

NOTE

DRAWING TITLE

SECTION CUT

DETAIL REFERENCE

SECTION TITLE

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DRAWING TITLE

X X001

SECTION LETTER

SECTION LETTER

SHEET NUMBER WHERE

SECTION IS REFERENCED

DEMOLITION CALL OUT

CONSTRUCTION CALL

OUT

SHEET NUMBER SECTION IS

REFERENCED FROM

DETAIL NUMBER

X001

DETAIL LETTER

SHEET NUMBER WHERE

DETAIL IS REFERENCED

1. THE CONTRACTOR CONSTRUCTION SAFETY MANUAL SHALL COMPLY WITH OSHA 29 CFR 1910 AND 29 CFR 1926.

2. LOCATIONS AND ELEVATIONS OF EXISTING FEATURES TO BE VERIFIED BY FIELD MEASUREMENTS PRIOR TO

CONSTRUCTION OF NEW WORK.

3. ALL DIMENSIONS ARE TO BE VERIFIED IN THE FIELD. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS AND SITE CONDITION OR ANY INCONSISTENCIES OR AMBIGUITIES IN THE DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED TO THE RESIDENT ENGINEER (RE) IN WRITING, WHO SHALL CORRECT SUCH INCONSISTENCIES OR AMBIGUITIES IN WRITING. THE CONTRACTOR SHALL NOT

PERFORM ANY WORK BEFORE VERIFICATION AND AFTER DISCOVERY OF SUCH DISCREPANCIES,

INCONSISTENCIES, OR AMBIGUITIES WITHOUT WRITTEN RE AUTHORIZATION. ANY WORK PERFORMED BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCIES WITHOUT PRIOR WRITTEN AUTHORIZATION BY

RE WILL BE CONSIDERED TO BE DONE AT THE CONTRACTOR'S RISK.

4. FINISHED GRADE SHALL BE SLOPED AT A UNIFORM SLOPE BETWEEN SPOT ELEVATIONS.

5. ALL FILL MATERIAL SHALL MEET REQUIREMENTS AS OUTLINED IN THE PROJECT SPECIFICATIONS.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL SLOPES ARE BUILT IN ACCORDANCE WITH THESE PLANS. IF THERE IS ANY QUESTION REGARDING THESE PLANS, THE CONTRACTOR SHALL

REQUEST AN INTERPRETATION BEFORE DOING ANY WORK. THE CONTRACTOR SHALL ALSO TAKE

NECESSARY STEPS TO PROTECT THE PROJECT AND ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT RESULT FROM THEIR OPERATIONS BY APPROPRIATE MEANS, (SAND BAGS, TEMPORARY DESILTING BASINS, DIKES, ETC.) UNTIL SUCH TIME THAT THE PROJECT IS COMPLETED AND ACCEPTED BY

FAA.

7. PRIOR TO ANY EXCAVATIONS UNDER THIS CONTRACT, THE CONTRACTOR SHALL PERFORM GPRS UTILITY LOCATE TO IDENTIFY ALL UTILITIES AT THE SITE. SUBCONTRACTOR SHALL POTHOLE AND HAND EXCAVATE

NEAR KNOWN UTILITY LINES TO PREVENT EXCAVATION DAMAGE TO UNDERGROUND UTILITIES.

8. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT WITHIN THE SITE, ALL UTILITY LINES, EXISTING PERMANENT STRUCTURES AND ANY OTHER EXISTING LINES THAT ARE NOT OF RECORD OR SHOWN ON PLANS. ANY UTILITIES OR STRUCTURES DAMAGED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED AND/OR REPLACED BY THE SUBCONTRACTOR, UNLESS APPROVED OTHERWISE BY THE RE, TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING AND AS APPROVED BY

THE RE.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ANY MONUMENTATION AND/OR BENCHMARKS THAT ARE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION BY A LICENSED SURVEYOR AT THE CONTRACTOR'S SOLE

EXPENSE.

10. THE CONTRACTOR SHALL SECURE ANY REQUIRED PERMITS FOR CONSTRUCTION PRIOR TO THE START OF

CONSTRUCTION.

11. THE CONTRACTOR IS HEREBY NOTIFIED THAT ESSENTIAL AND PERTINENT INFORMATION REGARDING THE CONSTRUCTION AND COMPLETION OF WORK FOR THIS PROJECT IS CONTAINED IN THE CONTRACT DOCUMENTS AND SPECIFICATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND REVIEW THIS INFORMATION TO THEIR OWN SATISFACTION PRIOR TO PERFORMING ANY WORK. ANY DEFICIENT, INCOMPLETE OR INCORRECT WORK SHALL BE REDONE TO MEET REQUIREMENTS AT THE CONTRACTOR'S

SOLE EXPENSE.

12. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.

13. THE CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. CONTRACTOR FURTHER AGREES THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND; INDEMNIFY AND HOLD THE FAA HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE

PERFORMANCE OF WORK ON THIS PROJECT.

14. EXISTING VEHICULAR ACCESS TO SITE SHALL BE KEPT IN SERVICE DURING THE COURSE OF CONSTRUCTION.

THE CONTRACTOR SHALL PREPARE A PLAN SHOWING PROPOSED LOCATIONS OF STAGING, STORAGE OF MATERIALS, AND VEHICLES ON SITE TO BE SUBMITTED TO THE RESIDENT ENGINEER FOR REVIEW, COMMENT AND/OR APPROVAL PRIOR TO START OF CONSTRUCTION. DUE TO LIMITED SPACE ON SITE, CONTRACTOR SHALL COORDINATE WITH RE FOR ADDITIONAL AREAS REQUIRED FOR MATERIAL AND EQUIPMENT STORAGE.

VEHICLES SHALL NOT EXCEED SPEED LIMITS AS DICTATED BY OWNER.

15. THE NORMAL ACTIVITIES WITHIN THE FACILITY WILL CONTINUE DURING CONSTRUCTION. CONTRACTOR SHALL DEVISE A DETAILED WORK SCHEDULE AND CLOSELY COORDINATE WITH THE RE FOR ALL ACTIVITIES.

THE CONTRACTOR SHALL USE GREAT CARE AND CAUTION WHILE WORKING WITHIN THE EXISTING FACILITY

(SITE AND BUILDINGS) AS NOT TO DISRUPT THE FUNCTIONS OF THIS FAA FACILITY.

16. IT IS ABSOLUTELY MANDATORY THAT THE CONTRACTOR PROTECT ALL NEW AND EXISTING COMMUNICATION EQUIPMENT, ELECTRICAL AND MECHANICAL EQUIPMENT, BOTH INSIDE AND OUTSIDE THE BUILDING FROM

DAMAGE.

17. STAGING AND STORAGE OF CONSTRUCTION MATERIAL AND EQUIPMENT SHALL BE LIMITED TO THE

CONSTRUCTION STAGING AREA.CONTRACTOR'S PARKING AREA SHALL BE DETERMINED AT THE

PRE-CONSTRUCTION CONFERENCE. MATERIALS SHALL BE NEATLY STORED AND PROTECTED AT ALL TIMES.

UPON COMPLETION OF WORK THE CONTRACTOR SHALL RESTORE THIS AREA BACK TO ITS ORIGINAL

PRE-CONSTRUCTION CONDITION.

18. ALL CONSTRUCTION MATERIAL SHALL BE PREASSEMBLED TO AN OPTIMUM SIZE AND WEIGHT TO MINIMIZE ACTIVITIES WITHIN THE FACILITY. CONTRACTOR SHALL VERIFY ACCESS PATHWAYS WITH RE BEFORE START

OF CONSTRUCTION.

19. WELDING REQUIRES A HOT WORK PERMIT. WELDING AND HEAVY CONSTRUCTION SHALL BE DONE OUTSIDE IN TEMPORARY CONSTRUCTION AREAS AS DETERMINED BY THE RE AND TO BE CLEANED UP AT THE END OF THE DAY. CONTRACTOR SHALL PROVIDE THEIR OWN POWER FOR THESE OPERATIONS. NO WELDING OR HEAVY CONSTRUCTION IS PERMITTED INSIDE THE BUILDING AS IT MAY DAMAGE OR INTERFERE WITH

ELECTRONICS EQUIPMENT.

20. THE CONTRACTOR SHALL PROVIDE, OPERATE AND MAINTAIN THE CONSTRUCTION LIGHTING NECESSARY TO ILLUMINATE THE AREA ADEQUATELY FOR SAFE WORK. ALL LIGHTING SHALL BE SUBMITTED TO AND APPROVED BY FAA BEFORE USE. UPON COMPLETION OF CONSTRUCTION, REMOVE ALL CONSTRUCTION LIGHTING. ALL AREAS AND SURFACES DISTURBED SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR.

21. ENCLOSED DUMPSTERS FOR DISPOSAL OF CONSTRUCTION DEBRIS SHALL BE PROVIDED BY THE CONTRACTOR WITHIN AREA DESIGNATED BY RE AT THE PRE-CONSTRUCTION MEETING. THE AREA AROUND THE DUMPSTERS SHALL BE KEPT CLEAN AND FREE OF EXCESS DEBRIS AND DUST DURING CONSTRUCTION.

ALL DEBRIS SHALL BE REMOVED BY CONTRACTOR. ANY WASTE THAT CAN ATTRACT WILDLIFE SHALL BE REMOVED FROM THE SITE DAILY. FAA DUMPSTER SHALL NOT BE USED BY CONTRACTOR. CONSTRUCTION

DEBRIS MUST BE REMOVED DAILY.

22. CONTRACTOR SHALL PROVIDE TEMPORARY UTILITIES DURING CONSTRUCTION. VERIFY TEMPORARY

UTILITIES LOCATIONS AND USE AS PERMITTED BY RE.

23. THE CONTRACTOR SHALL PROVIDE SANITARY TOILET FACILITIES WITH WATER FOR THE WORKERS AND RE.

24. THE CONTRACTOR SHALL PROVIDE TEMPORARY POWER FOR ALL CONSTRUCTION ACTIVITIES.

CONSTRUCTION TOOLS SHALL BE POWERED FROM THE TEMPORARY POWER SOURCE ONLY. ALL POWER

TOOLS SHALL BE PRE-APPROVED BY THE RE.

25. THE CONTRACTOR SHALL ENSURE THAT ALL WALL PENETRATIONS, NEW AND EXISTING ARE WATER SEALED.

PROVIDE WATERTIGHT ASSEMBLY FOR OPENINGS REQUIRING NEW SEALANT APPLICATION. CONTRACTOR

SHALL INFORM THE RE PRIOR TO INSTALLATION OF WATERTIGHT ASSEMBLY.

26. SHUTDOWN AND CUTOVERS OF ENVIRONMENTAL AND ELECTRICAL SYSTEMS SHALL BE PERFORMED BY FAA PERSONNEL AND NOT BY CONTRACTOR. ALL PREPARATORY WORK FOR SHUTDOWN AND CUTOVER SHALL BE SCHEDULED AND COORDINATED WITH THE RE A MINIMUM OF 10 WORKING DAYS IN ADVANCE.

27. WHERE NEW WORK IS TO BE CONNECTED TO EXISTING WORK, EXERCISE CARE NOT TO DISTURB OR

DAMAGE EXISTING WORK.

28. THE CONTRACTOR SHALL PROVIDE 7-PIN REMOVABLE CORE CORMAX BEST LOCK PADLOCKS FOR EACH LOCKABLE DEVICE, EQUIPMENT, ETC. THIS INCLUDES EXTERNAL CABINETS, PANELS, DISCONNECT SWITCHES, TOWER HATCH DOORS, ANTI-CLIMB DEVICES, ETC. THE PADLOCKS SHALL BE SIZED APPROPRIATELY FOR THE PARTICULAR EQUIPMENT AND USE. ALL PADLOCKS SHALL BE DYE STAMPED IN ACCORDANCE WITH FAA REQUIREMENTS AND DISPLAY THE NUMBER PS1173X1175. THE LOCKS SHALL BE

EQUIPPED WITH CONSTRUCTION CORES AND A CONSTRUCTION CORE REMOVAL KEY.

29. USE SACRIFICIAL LAYERS OF PROPER MATERIAL AT THE POINT OF CONNECTIONS BETWEEN DISSIMILAR

METALS OUTSIDE OF EQUIPMENT ROOM WHERE IT APPLIES.

30. CONTRACTOR TO PROPERLY DISPOSE/REMOVE HAZARDOUS MATERIALS IN ACCORDANCE WITH

SPECIFICATION SECTION 02 82 00.

31. CONTRACTOR SHALL COORDINATE WITH RE FOR PROPER REMOVAL AND TURNOVER OF TOWER ANTENNAS

AND CABLES.

32. REPAIR DAMAGED GALVANIZATION PER SPECIFICATIONS SECTION 09 97 00, SPECIAL COATINGS.

33. ALL HOT-DIPPED GALVANIZED METALS SHALL BE PAINTED PER SPECIFICATIONS SECTION 09 97 00, SPECIAL

COATINGS.

1. ALL WORK INCLUDING BUT NOT LIMITED TO STRUCTURAL SHALL BE IN ACCORDANCE WITH THE LATEST REQUIREMENTS OF TIA STANDARD, TIA-222-H EFFECTIVE JANUARY 1, 2018. "STRUCTURAL STANDARDS FOR

ANTENNA SUPPORTING STRUCTURES..."

2. ALL TOWERS SHALL BE CLASSIFIED AS TYPE III - ESSENTIAL COMMUNICATION.

3. SEISMIC ANALYSIS PROCEDURE (METHOD 1). SITE CLASS D, IMPORTANCE FACTOR=1.5, Ss=0.522, S =0.159, SEISMIC DESIGN CATEGORY=D.

4. WIND EXPOSURE CATEGORY C.

4.1. MINIMUM BASIC WIND SPEED = 120 MPH (3 SEC GUST, SERVICE)

4.2. IMPORTANCE FACTOR WITHOUT ICE = 1.15.

5. ICE THICKNESS = 1/4 INCH.

6. PLATFORM LIVE LOAD REQUIREMENT UNIFORM: 100 LBS/ SQ. FT

7. PLATFORM SNOW LOAD REQUIREMENTS: 30 LBS/ SQ. FT.

1. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR/LARCH #2 OR BETTER. STUDS AND PLATES MAY BE

CONSTRUCTION GRADE MATERIAL.

2. PRESERVATIVE-TREATED WOOD SHALL NOT BE USED ON PROJECT. WOOD MEMBERS SHALL BE COATED IN LOW-TO-NO VOC (<50G/L) WEATHERPROOFING TREATMENT EITHER POST INSTALL OR PRE-INSTALL WITH

TOUCH-UPS AFTER INSTALL.

3. ALL METAL HARDWARE AND CONNECTORS SHALL BE SIMPSON STRONG TIE OR EQUAL. USE NAILS PER SIMPSON CATALOG. CONSULT ENGINEER FOR NAIL ALTERNATIVES. USE STAINLESS STEEL WHERE FEASIBLE.

4. MINIMUM NAILING/SCREWS FOR CONNECTIONS NOT INDICATED IN THE PLANS SHALL BE IN ACCORDANCE

WITH TABLE 2304.10.1 OF THE CBC/IBC.

5. MACHINE BOLTS FOR WOOD MEMBERS ARE A307. PROVIDE STANDARD CUT WASHERS AT ALL BOLT HEADS

AND NUTS BEARING ON WOOD.

6. TIMBER SIZES ARE PRESCRIBED MINIMUMS. LARGER SIZES MAY BE SUBSTITUTED. DETAILED CONNECTORS

MAY REQUIRE MODIFICATIONS IF SUBSTITUTIONS ARE MADE.

7. HOLD-DOWN NUTS SHALL BE RE-TIGHTENED JUST PRIOR TO COMPLETION.

1. CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF ACI 301 AND ACI 318. ALL CAST-IN-PLACE STRUCTURAL CONCRETE SHALL BE IN ACCORDANCE WITH ACI AND SHALL HAVE A MINIMUM

COMPRESSIVE STRENGTH OF F' C =4000 PSI AT 28 DAYS (NORMAL WEIGHT).

2. REINFORCING STEEL - ALL DETAILING, FABRICATION AND ERECTION OF REINFORCING BARS, UNLESS NOTED OTHERWISE, SHALL BE IN ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE FOR DETAILING

REINFORCED CONCRETE STRUCTURES (ACI315), LATEST EDITION.

3. ALL REINFORCEMENT SHALL BE NEW BILLET STEEL, DEFORMED BARS, CONFORMING TO ASTM A615, GRADE 60 WITH A MINIMUM YIELD STRENGTH OF FY = 60000 PSI. SPLICES IN REINFORCEMENT SHALL NOT BE

ALLOWED UNLESS OTHERWISE INDICATED.

4. CONCRETE COVER - CONCRETE CLEAR COVER FOR REINFORCING BARS SHALL BE AS FOLLOWS

4.1. CONCRETE CAST AGAINST GROUND - 3"

4.2. CONCRETE IN CONTACT WITH GROUND OR EXPOSED TO WEATHER - 3"

4.3. CONCRETE NOT PERMANENTLY EXPOSED TO GROUND OR WEATHER - 3"

5. EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 1" X 1" MINIMUM.

6. TOP OF FOUNDATION EXPOSED TO WEATHER SHALL BE SLOPED FROM THE CENTER TO THE OUTSIDE EDGE

A MINIMUM OF 1/4" PER FOOT. PROVIDE A FLOATED FINISH.

7. CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL WHEN FOUNDATION IS BEARING ON SOIL.

8. CONCRETE SHALL BE PLACED IN A MANNER THAT WILL PREVENT SEGREGATION OF CONCRETE MATERIALS AND OTHER OCCURRENCES WHICH MAY DECREASE THE STRENGTH OR DURABILITY OF THE FOUNDATION.

9. LOOSE MATERIAL SHALL BE REMOVED FROM BOTTOM OF EXCAVATION PRIOR TO CONCRETE PLACEMENT.

SIDES OF EXCAVATION SHALL BE ROUGH AND FREE OF LOOSE CUTTINGS. IN THE EVENT THAT THE SIDES DO

NOT REMAIN VERTICAL THE CONTRACTOR FORM THE SIDES.

10. WELDING IS PROHIBITED ON REINFORCING STEEL AND EMBEDMENTS.

11. MAXIMUM AGGREGATE SIZE SHALL NOT EXCEED 3/4".

12. FLOAT FINISH TOP OF PAD FOOTINGS WHEN EXPOSED TO VIEW.

1. ESTABLISH BENCHMARKS ON SURROUNDING STRUCTURES AND PAVEMENT PRIOR TO ANY EXCAVATION AND

IDENTIFY AND PROTECT ANY EXISTING UNDERGROUND UTILITIES, LINES OR OBSTRUCTIONS.

2. COORDINATE, MAINTAIN AND PROVIDE A SAFE ENVIRONMENT DURING TRENCHING, EXCAVATION, AND COMPACTION IN ACCORDANCE WITH OSHA SAFETY MANUALS. IN TRENCHES WHERE DEPTH EXCEED 4 FEET, SUBCONTRACTOR SHALL SUBMIT A DETAILED PLAN TO THE RE FOR APPROVAL SHOWING DESIGN OF SOIL AND RETENTION SYSTEM PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF

CONSTRUCTION. ALL WORK SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT.

3. FOUNDATION FOR THE TOWER SHALL BE DESIGNED IN ACCORDANCE WITH THE RECOMMENDATION OF THE GEOTECHNICAL REPORT AND SIGNED AND SEALED BY A REGISTERED ENGINEER IN THE STATE OF

CONSTRUCTION.

4. THE BACKFILL SHALL BE PLACED IN 8" LAYERS AND COMPACTED TO 95% OF MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. ADDITIONALLY, STRUCTURAL BACKFILL

MUST HAVE A MINIMUM COMPACTED UNIT WEIGHT OF 100 POUNDS PER CUBIC FOOT.

5. EXISTING UTILITIES SHALL BE VERIFIED PRIOR TO THE CONSTRUCTION/EXCAVATION OF CONCRETE PADS, FOUNDATIONS AND DUCTBANKS.

1. DEMOLITION DETAILS ARE AVAILABLE ON DRAWING D001.

2. SHOULD FIELD CONDITIONS DIFFER FROM EXISTING CONDITIONS SHOWN ON SHEET IMB-20001953-D001 & D002, ALERT THE RESIDENT ENGINEER AND AWAIT DIRECTION BEFORE PROCEEDING WITH DEMOLITION

OPERATIONS.

3. THE SUBCONTRACTOR SHALL MAKE ALL PROVISIONS TO PROTECT THE PREMISES TREES AND NATIVE

PLANTS OUTSIDE OF THE PROJECT AREA FROM DAMAGE DURING DEMOLITION WORK.

4. THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR MOVING AND PROTECTING ALL OWNER-OWNED

FURNITURE, EQUIPMENT, ETC. AS REQUIRED DURING PERFORMANCE OF THIS PROJECT.

5. WHERE THE USE OF CUTTING TORCHES ARE REQUIRED, PROVIDE A MEANS TO VENTILATE THE SPACE TO REMOVE SMOKE AND ODORS. COORDINATE ALL TORCH CUTTING OPERATIONS WITH THE OWNER AND OBTAIN NECESSARY BURN PERMITS. PROVIDE A DOCUMENTED FALL SAFETY PLAN PRIOR TO CUTTING OPERATIONS AND INSTRUCT ALL PERSONNEL ON THE PLAN'S IMPLEMENTATION. FIRE EXTINGUISHERS

SHALL BE PRESENT AT ALL TIMES.

6. THE SUBCONTRACTOR SHALL DISPOSE OF ALL DEMOLITION MATERIALS, FOLLOWING LOCAL, STATE, FEDERAL, AND FAA REQUIREMENTS, EXCEPT WHERE NOTED OTHERWISE.

7. PROVIDE A DOCUMENTED FALL SAFETY PLAN PRIOR TO PERFORMING ANY WORK ON THE ROOF AND

INSTRUCT ALL PERSONNEL ON THE SAFETY PLAN IMPLEMENTATION.

8. SEE FACILITY HAZARDOUS MATERIAL REPORTS. IF HAZARDOUS MATERIAL SUCH AS ASBESTOS OR LEAD PAINT IS SUSPECTED OR FOUND, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE RESIDENT ENGINEER

FOR WRITTEN DIRECTION BEFORE PROCEEDING.

9. THE SELECTED CONTRACTOR SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND SUPERVISION FOR

THE DEMOLITION WORK AND INSTALLATION OF THE KIMBERLY VOR TOWER SAFETY PROJECT.

1. INSTALLATION PLAN VIEW DETAILS ARE AVAILABLE ON DRAWING A001

2. VERIFY TOP PLATFORM HEIGHT OF DESIGNED STAIRCASE IS SUFFICIENT FOR EXISTING RCLT PLATFORM.

ONLY PROCEED WITH INSTALLATION UPON APPROVAL OF THE ENGINEER.

3. CONCRETE BATCH PLAN CUT SHEET SHALL BE RECEIVED AND REVIEWED UPON DELIVERY. REJECT CONCRETE THAT DOES NOT CONFORM WITH SPECIFICATIONS. WATER SHALL NOT BE ADDED TO REDI-MIX

CONCRETE UPON OR DURING DELIVERY TO SITE UNLESS SPECIFIED IN BATCH PLANT DESIGN.

4. CONCRETE SHALL BE ALLOWED TO CURE FOR A MINIMUM OF 24-48 HOURS AND REACH 50% OF 28 -DAY

STRENGTH BEFORE PERFORMING TOWER STAIR INSTALLATION.

5. NO WOOD CONSTRUCTION MATERIALS SHALL BE PRESSURE TREATED, POST INSTALLATION TREATMENTS SHALL NOT CONTAIN COPPER OR CONDUCTIVE METALS. NO TREATMENT SHALL HAVE VOC GREATER THAN 50G/L.

6. ALL WOOD SURFACES SHALL BE PREPPED FOR COATING, AND INSPECTED FOR CURING AFTER

MANUFACTURE'S PRESCRIBED DURATION.

7. CONTRACTOR SHALL INSTALL NEW ICE BRIDGE AND CABLE RUN FROM EXISTING EQUIPMENT CABINETS TO

NEW TOWER WITH GROUNDING SYSTEM. THE FAA SHALL BE RESPONSIBLE FOR TERMINATING

CABLES/TESTING RESULTING EQUIPMENT FOR COMPLETION OF PROJECT.

8. CONTRACTOR SHALL RETURN SURROUNDING SITE TO ORIGINAL CONDITION AFTER INSTALLATION IS

COMPLETED.

AB AGGREGATE BASE

ABDN ABANDON

AGG AGGREGATE

ALIGN ALIGNMENT

AWOS AUTOMATED WEATHER OBSERVING SYSTEMS

BLDG BUILDING

CL CENTERLINE

CLR CLEAR, CLEARANCE

CMU CONCRETE MASONRY UNIT

CO CONTRACTING OFFICER

COMM COMMUNICATION

CONC CONCRETE

CONT CONTINUOUS

CS CONTRACTING SPECIALIST

DC DIRECT CURRENT

DIA DIAMETER

DEB DIRECT EARTH BURIAL

E EASTING, EXISTING

EA EACH

EES EARTH ELECTRODE SYSTEM

EG EXISTING GRADE

ELEC ELECTRICAL

EL ELEVATION

EMERG EMERGENCY

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EX EXISTING

FAA FEDERAL AVIATION ADMINISTRATION

FF FINISHED FLOOR

GALV GALVANIZED

GEOR GEOTECHNICAL ENGINEER ON RECORD

GPRS GROUND PENETRATING RADAR SYSTEMS

HDG HOT-DIPPED GALVANIZED

HDPE HIGH DENSITY POLYETHYLENE

HH HANDHOLE

INV INVERT

JB JUNCTION BOX

LBS POUNDS

LF LINEAR FOOT

MAX MAXIMUM

MIN MINIMUM

N.I.C NOT IN CONTRACT

OC ON CENTER

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

PWR POWER

R RADIUS

RC RELATIVE COMPACTION

RCLT RADIO COMMUNICATION LINK TERMINAL

RD ROAD

RE RESIDENT ENGINEER

REINF REINFORCEMENT, REINFORCING

RGSC RIGID GALVANIZED STEEL CONDUIT

SQ SQUARE

SS STAINLESS STEEL

SSC SYSTEM SUPPORT CENTER

TEL TELECOMMUNICATIONS

TEMP TEMPORARY

TSC TECHNICAL SERVICE CENTER

TYP TYPICAL

VAR VARIABLE

W WIDE

W/O WITHOUT

XFMR TRANSFORMER

GENERAL NOTES:ABBREVIATIONS

STRUCTURAL NOTES:

STRUCTURAL LUMBER NOTES:

REINFORCED CONCRETE NOTES:

EXCAVATION AND FOUNDATION NOTES:

GENERAL DEMOLITION NOTES:

GENERAL CONSTRUCTION NOTES:

SCALE OR OTHER INFORMATION

DRAWING TITLE

X001 A

SCALE OR OTHER INFORMATION

DRAWING TITLE1

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IMB-D-20001953-G003

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MGR: ENGINEERING - SEATTLE

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PROJECT ENGINEER

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CB

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CB

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VC

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CASEY BROWNE

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JAY KAMANI

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KIMBERLY

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OR

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TOWER SAFETY PROJECT

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GENERAL NOTES

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GENERAL

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ENGINEERING SERVICES

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WESTERN SERVICE AREA

4X DECK "JOIST" O/ 4X DECK BEAMS, TYP.

2X6 OR 2X8 DECKING FASTENED

TO BEAM BELOW, TYP.

WOODEN STAIRS MOUNTED TO

POLE SUPPORTS

4X PERIMETER DECK BEAMS THRU-BOLTED

TO POLES, TYP.

QTY (3) TOWER WOODEN POLES

WOODEN GUARDRAIL SYSTEM.

TOP RAIL NOT SHOWN FOR CLARITY.

ABANDONED ANTENNA SUPPORT SYSTEM

MOUNTED TO POLE

NORTH ELEVATION

WEST ELEVATIONEAST ELEVATION

APPROX. 1

2'-

3/

8"

VERIFY

IN

FI

ELD

APPROX. 13'-1"

VERIFY IN FIELD

APPRO

X. 10'-10 1/4"

VERIFY IN FIELD

CONDUIT SUPPORT BEAM.

FULL DETAIL NOT SHOWN FOR CLARITY

ABANDONED ANTENNA SUPPORT SYSTEM

MOUNTED TO POLE

DEMO EXISTING STAIRS

BRACKET MOUNTED ANTENNA FIXTURE.

FULL DETAIL NOT SHOWN DUE TO LACK OF

INFORMATION; REMOVE AND RETAIN ON SITE.

4X BEAMS THRU-BOLTED TO POLES

TOP RAIL SYSTEM; ATTACHMENT METHOD

VARIES BY ELEVATION.

3' -6

" M

IN

AB

O

VE

D

EC

K

2X6 INTERIOR TOE KICK OVER DECKING

2X4 GUARDRAIL BALUSTERS, TYP.

QTY (3) TOWER WOODEN POLES

AP

PR

O X.

8'

-2 " A

BO

VE

G R

AD

E

GUY-WIRES CONNECTING

TO EACH ADJACENT

POLE W/ TURNBUCKLES.

TURNBUCKLES THRU-

BOLTED TO POLES.

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FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVD

A1' 0 3' 5'

SCALE: 1/2" = 1'-0"

1' 2' 4'

KEYED DEMOLITION NOTES:

PERFORM REMOVAL OF RCLT AND ASSOCIATED ANTENNAS FROM PLATFORM THROUGH

USE OF MAN-LIFT. RELOCATE TO NEW STAIRWELL PLATFORM.

PERFORM DISMANTLING AND DISPOSAL OF EXISTING TRIANGULAR ANTENNA PLATFORM

AND SUPPORTING STRUCTURE AFTER INSTALLATION OF NEW STAIRCASE PLATFORM AND

FAA APPROVES ANTENNA RELOCATION IS SUCCESSFUL.

LEGEND:

REMOVE AND DISPOSE

B D001

SCALE: 1/2" = 1'-0"

TOWER DEMOLITION PLAN VIEW

D001 B

SCALE: 1/2" = 1'-0"

TOWER DEMOLITION NORTH FACE

A001 A

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PROJECT ENGINEER

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CB

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CB

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VC

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CASEY BROWNE

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JAY KAMANI

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KIMBERLY

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OR

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TOWER SAFETY PROJECT

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TOWER DEMOLITION PLAN

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DEMOLITION

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WESTERN SERVICE AREA

APPROX 36'

60"

29'-5"

13'-7 1/2"

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REV APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVD

A2' 0 2' 6'

SCALE: 3/8" = 1'-0"

4'

KEYED CONSTRUCTION NOTES:

EXCAVATE TO A DEPTH OF 36" BELOW EXISTING GRADE AND INSTALL 6" DRAINAGE GRAVEL AND COMPACT TO 90% MDD INSTALL CONCRETE FOUNDATION PAD PER DETAILS ON S001. ALLOW PAD TO CURE 24HOURS AND VERIFY

SUITABILITY PRIOR TO INSTALLATION OF STAIRWELL.

EXCAVATE HILLSIDE BACK TO PRODUCE FLAT LEVEL TERRAIN, DEPOSIT AT FAA OR STATE APPROVED DISPOSAL

SITES.

VERIFY INSTALLATION DESIGN HEIGHT FOR STAIRCASE PER S001. INSTALL STAIRCASE 24-48 HOURS AFTER

FOUNDATION PAD HAS CURED OR BEEN APPROVED FOR USE.

INSTALL WALL NIPPLE FOR THREE (3) CABLES AND ICE BRIDGE BETWEEN EXISTING BUILDING AND NEW TOWER. SEE

E001 FOR DETAILS REGARDING INSTALLATION REQUIREMENTS/DETAILS.

RELOCATE ANTENNAS FROM EXISTING TOWER TO NEW TOWER LOCATION WITH APPROVED EQUIPMENT MOUNTS.

EXCAVATE TO SUFFICIENT DEPTH IN AREA TO PROVIDE FOR FOUNDATION AS INDICATED ON S001 AND S002.

EXISTING SLOPE SHALL BE IMPACTED BY EXCAVATION EFFORTS. COORDINATE WITH FAA FOR DISPOSAL OF

MATERIAL ON SITE.

IMB VOR SHELTER

ROCK BACKSLOPE

1 1/2: 1

RCLR TOWER PLATFORM SHALL

REMAIN IN PLACE UNTIL NEW

ANTENNA LOCATION IS APPROVED

GRADED OUT TO

BUILDING SITE

ELEVATION

DOWN

TOP PLATFORM

16'-4"

ROUGHLY

A

S001

A

D001

5 4

60"

SCALE: 1/4" = 1'-0"

SITE RESTORATION PLAN

G002

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CASEY BROWNE

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JAY KAMANI

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KIMBERLY

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OR

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TOWER SAFETY PROJECT

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SITE RESTORATION PLAN

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WESTERN SERVICE AREA

8'-11 1/2"

4'-9 1/2"4'

6' -4

5'

-1 0"

5' -1

0"

26'-5"

3'-10"

26'

4' -1

0"

10'-2 1/2"

6'-2 5/8"

13'-7"24'-9"

7'-9 1/2"

M

AX

10'-5" 10'-10 3/16"

3'-11"

" M

AX

" M

IN

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AX

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DEPARTMENT OF TRANSPORTATION

REV APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVD

A

CONSTRUCTION NOTES:

1. ALL DIMENSIONS TO BE FIELD VERIFIED.

2. ALL PAINTED MATERIAL TO BE TRANSPARENT OR CLEAR UNLESS OTHERWISE DIRECTED.

CONTRACTOR TO SUBMIT COLOR SAMPLES TO PROJECT ENGINEER FOR APPROVAL.

3. PERFORM LOCATES PRIOR TO EXCAVATION. VERIFY AREA IS CLEAR OF UNDERGROUND

CONDUITS OR UTILITIES PRIOR TO START.

4. BOLT CONNECTIONS AND FASTENERS ARE EXCLUDED FOR CLARITY ON OPPOSING VIEWS

BUT ARE TYPICAL FOR ALL CONNECTIONS.

5. WHERE HOT WORK IS REQUIRED, OBTAIN NECESSARY HOT WORK PERMITS. FIRE

EXTINGUISHERS SHALL BE PRESENT AT ALL TIMES.

6. ALL WOOD STRUCTURAL MEMBERS SHALL BE PAINTED WITH PRIMER PRIOR TO

INSTALLATION. AFTER INSTALLATION PERFORM REQUIRED INTERMEDIATE/TOP COATS TO

ACHIEVE REQUIRED UV/WATER PROTECTION.

7. MECHANICALLY FASTEN NON-SLIP STAIR TREADS TO EACH TREAD.

STRUCTURAL NOTES:

1. ALL ANCHORS/FASTENERS SHALL BE HOT-DIPPED GALVANIZED OR STAINLESS STEEL.

2. BOLTS SHALL BE 5/8" HG HEX AND LENGTH SELECTED TO MEET THICKNESS OF

STRUCTURAL MEMBERS.

3. ALL WOOD MATERIAL SHALL BE NON-PRESSURE TREATED DOUGLAS FIR #1 OR EQUAL. AND

WEATHER TREATED AFTER INSTALLATION

4. HANDRAILS SHALL BE CLEANED AND PLANED OF SPLINTERS.

5. ALL STEPS SHALL HAVE A NO-SLIP STRIPS/PADS INSTALLED AFTER INSTALLATION.

6. THE FOLLOWING ARE DESIGN CONSIDERATIONS FOR THE NEW STRUCTURE:

· LOCATION: KIMBERLY OREGON, GRANT COUNTY

· LOCATION: 44°38'55.0"N 119°42'37.8"W

· FROST DEPTH: 24"

· WIND SPEED: 110MPH

· SNOW LOAD (ROOF): 30PSF

· LIVE LOAD: 100PSF

· SEISMIC: D1

2X12 LATERAL

BRACE TYP

EACH SIDE

3X12 STRAP

BRACE TYP

EACH SIDE &

PLATFORM

3X14 STRINGER

TYP2 EACH STAIR RUN

2X4 4' VERTICAL

HANDRAIL POST

SIMPSON CO.

MPB88Z POST BASE

EA 8X8 POST

NEW CONCRETE SLAB

FOUNDATION WITH #4

REBAR EACH WAY @

16" ON CENTER TOP

AND BOTTOM OF SLAB

6" OF 1"-1.5"

DRAINAGE GRAVEL

BENEATH PAD

2X6 DECKING

MIN 1" OVERHANG

1/8" SPACING

5/8" HEX HEAD

BOLTS 2 EACH

CONNECTION

SQUARE WASHER

EA SIDE TYP

2X4 TOE

BOARD TYP

2X4 MIDRAIL

TYP

A

S002

B

S002

S003

1&2

S003

5&10

S003

S002

S003

2X4 MIDRAIL

2X4 TOP RAIL TYP

2X4 TOP RAIL

2X4 TOEBOARD

2X4 MID

RAIL

2" DIA HAND RAIL

30" ABOVE LEADING

EDGE OF STEP

2X4 GUARD RAIL 42"

ABOVE LEADING

EDGE OF STEP

S003

S003

S003

S003

GRADE1" PERIMETER

CHAMFER

B

S001

BOLT THROUGH EA. PAIR LATERAL

BRACE SPAN DISTANCE WITH (2) 6"

SECTIONS OF 2X6 TYP

S003

SCALE: 1/2" = 1'-0"

STAIRWELL ELEVATION B

S001 B

SCALE: 1/2" = 1'-0"

STAIRWELL ELEVATION A

A001 A

3 FOOT TALL POSTS ON

BACKSIDE OF TOWER FOR

EQUIPMENT MOUNTING

PERIMETER HANDRAIL NOT

SHOWN ON BACKSIDE FOR

CLARITY TO SHOW WALKING

ACCESS FROM STARCASE

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JAY KAMANI

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STAIRWELL ELEVATION PLAN

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9' -7

26'

4'

1' -6

4'-6 1/2"

9' -7

8'-5 1/2"

2' 4'-6 1/2" 4'-6 1/2" 2' 7'-10" 2' 4'-5 1/2" 2'

29'-4 1/2"

2' 4'

-9

/2

4' -9

/2

2'

13'-1"

'-7

3" 6"

2' -6

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DEPARTMENT OF TRANSPORTATION

REV APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVD

A

CONSTRUCTION NOTES:

1. ALL DIMENSIONS TO BE FIELD VERIFIED.

2. PERFORM LOCATES PRIOR TO EXCAVATION OR CONSTRUCTION. VERIFY AREA IS CLEAR OF

UNDERGROUND CONDUITS OR UTILITIES PRIOR TO START.

3. WHERE HOT WORK IS REQUIRED, OBTAIN NECESSARY HOT WORK PERMITS. FIRE

EXTINGUISHERS SHALL BE PRESENT AT ALL TIMES.

4. FOUNDATION SURFACE SHALL BE SLOPED 2% AWAY FROM CENTER TO DRAIN WATER.

STRUCTURAL NOTES:

1. EXCAVATE CONCRETE PAD TO A MINIMUM OF 24", DO NOT IMPACT EXISTING TOWER.

2. PROVIDE A MINIMUM OF 6" DRAINAGE GRAVEL BENEATH CONCRETE PAD.

3. CONCRETE SHALL BE 4000PSI TYPE 1 PROVIDED BY LOCAL BATCHING PLANT NO GREATER

THAN 90MIN FROM SITE.

4. PERFORM SLUMP TEST AND COLLECT 2 CYLINDERS RANDOMLY FROM CONCRETE BATCHES

5. DO NOT ADD ADDITIONAL WATER TO THE CONCRETE DELIVERIES UNLESS DIRECTED BY

BATCH PLANT.

6. PERFORM SINGLE POUR FOR FOUNDATION PADS.

7. THE FOLLOWING ARE DESIGN CONSIDERATIONS FOR THE NEW STRUCTURE:

7.1. LOCATION: KIMBERLY OREGON, GRANT COUNTY

7.2. LOCATION: 44°38'55.0"N 119°42'37.8"W

7.3. FROST DEPTH: 24"

7.4. WIND SPEED: 110MPH

7.5. SNOW LOAD (ROOF): 30PSF

7.6. LIVE LOAD: 100PSF

7.7. SEISMIC: D13X14 STRINGER

FOUNDATION

3X12

STRAP

BRACE

2x6 JOISTS SPACED

14" O.C. STRAPPED TO

3X12 SPANNING BEAM

USING (1) SIMPSON

H1A FIXED EACH SIDE

#4 REBAR

SPACED 16" O.C.

EACH WAY

3"

4" DRAINAGE

ROCK

3" TYP

1" PERIMETER CHAMFER

2x6 DECKING ALL

PLATFORMS, SHALL

EXTEND 1" OVER EDGE

OF STRAP BRACE ON ALL

NON-STAIR SIDES, AND

SPACED NOMINALLY 1/4"

APART

8X8 POST

(1) 2X6 AND (1) 2X8

TREADS TYP.

SLOPE 2%

SLOPE 2%

SLOPE 2%

SLOPE 2%

SLOPE 2%

SLOPE 2%

SLOPE 2%

SLOPE 2%

2% SLOPE

TO EDGE

3X12

LEDGER

3X12 DECK BEAM

5/8" BOLT WITH

WIDE WASHER

TYPICAL

SCALE: 1/2" = 1'-0"

PAD CONSTRUCTION PLAN VIEW

S001 B

SCALE: 1/2" = 1'-0"

STAIRWAY CONSTRUCTION PLAN VIEW

S001 A

SCALE: 1" = 1'-0"

FOUNDATION DETAIL

S001

AutoCAD SHX Text

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STAIRWELL PLAN VIEW AND FOUNDATION

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WESTERN SERVICE AREA

" M

AX

" M

IN

AB

O

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REVDRAWING NO

DATE JCN

APPROVED BY

ISSUED BY

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SUBMITTED BY

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FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVD

A

/2

1/2" HEX HEAD

BOLTS SPACED NO

LESS THAN 2.5X

DIA. FROM

CO-LOCATED

BOLTS, FLAT

WASHER EA SIDE

AND NYLON LOCK

NUT

3X14 CEDAR

STRINGER

3X14

MOUNTED

EACH SIDE OF

STAIR RUN

SIMPSON TA9Z

MOUNTED EACH

STEP EACH SIDE

FASTEN WITH

(5) SIMPSON

SDS25112 EACH

2X8

STEP

TYP

(1) SIMPSON WP312X-

SLD30 EACH TOP

STRINGER FASTEN WITH

(6) SIMPSON SD9212

2X6 JOIST

SPACED 12"

MIN O.C.

8X8 POST

3X12

LEDGER

(1) SIMPSON

LUS26-2

FIXED WITH

(8) SD9212

1/

4" M

IN

1 1/4"

12"

5"

2X10 RISER

3X12

LEDGER

2X6 JOIST SPACED 14" MIN O.C.

3X14

STRINGER

8X8 COLUMN

GENERAL NOTES:

1. ALL DESIGNATIONS TO SPECIFIC PRODUCTS ARE USED AS REFERENCE TO REQUIRED

CONNECTIONS NECESSARY FOR APPROVED ALTERNATIVES.

2. CONTRACTOR SHALL VERIFY DIMENSIONS AND QUANTITIES OF CONNECTORS/FASTENERS IN

DRAWINGS PRIOR TO PERFORMANCE OF WORK.

3. FAILED/DAMAGED CONNECTIONS/FASTENERS SHALL BE REPLACED BY CONTRACTOR AT NO

COST TO OWNER.

4. ALTERNATIVE FASTENING METHODS SHALL BE SUBMITTED AND APPROVED PRIOR TO WORK

START.

5. ALL FASTENERS SHALL BE HOT-DIPPED GALVANIZED.

6. ALL WOOD PRODUCTS SHALL BE DOUGLAS FIR STRUCTURAL RATED AND BE FREE FROM

DEFORMATIONS AND TWISTING OR BETTER. COATED TWICE WITH APPROVED PRIMER.

7. AFTER INSTALLATION WOOD MEMBERS SHALL BE COATED ONCE WITH APPROVED CLEAR

PRIMER.

8. ALL HANDRAILS SHALL BE OSHA COMPLAINT WITH THE FOLLOWING LOADING

CONSIDERATIONS:

8.1. UPPER HANDRAIL SHALL RESIST 200LB VERTICAL OR LATERAL POINT LOAD FORCE, OR

50LB PER FOOT VERTICAL OR LATERAL UNIFORM LOAD

8.2. MID-RAIL SHALL PROVIDE SPACING NO LARGER THAN 19 INCHES FROM TOP RAIL TO

TOE-BOARD AND RESIST 150LB VERTICAL OR LATERAL POINT LOAD FORCE

8.3. TOE-KICK SHALL HAVE MINIMUM HEIGHT OF 4" WITH 1/4" DRAINAGE GAP AND RESIST 50

POUNDS HORIZONTAL POINT LOAD

(1) SIMPSON ML23Z

INSIDE FOR MID-RAIL

AND TOE-BOARD

FASTEN WITH (4) 14"

WOOD SCREWS

2X4

MID-RAIL

2X4

TOE-BOARD

ELEVATED 14"

FROM DECK

2X4 POST

5/8" CARRIAGE

BOLT WITH

FLAT WASHER

AND NYLON

LOCK NUT 4

EA POST

2"

ROUND

HANDRAIL

WITH

HANDRAIL

BRACKET

3X14 STRINGER

2X6

JOIST

SPACED 14"

MIN O.C.

8x8 COLUMN

3X12 LEDGER

(1) SIMPSON

LUS26-2

FIXED WITH

(8) SD9212

TYPICAL STEP

6.5" RISE

12" RUN

SHAVED

2X8 RISER

13X5

CONCRETE

STEP

5/8" HEX HEAD

BOLTS TYP

3X12 STRAP

6X6

POST

(1) SIMPSON WP312X-

SLU30 EACH BOTTOM

STRINGER FASTEN

(6) SIMPSON SD9212 (1) SIMPSON ML23Z

EACH SIDE OF BACK

STEP FASTEN WITH (4)

SD

(1) SIMPSON

H1A FIXED

WITH (4)

SD9212 EA

BEAM

(1) SIMPSON

ML23Z EACH SIDE

FASTEN WITH (4)

4" WOOD SCREWS

2X4

TOE-BOARD

ELEVATED 14"

ABOVE DECK

2X6 JOISTS

14" O.C.

SIMPSON TA9Z

MOUNTED EACH

STEP EACH SIDE

FASTEN WITH

(5) SIMPSON

SDS25112 EACH

(1) SIMPSON ML23Z

EACH SIDE OF

BACK STEP FASTEN

WITH (4) SD

FINISHED

CONCRETE

GRADE

8X8 COLUMN

SIMPSON MBP88Z

EACH POST TYP

FASTENED WITH

(36) SDS25300

SCREWS

SET POST

BASE DURING

FOUNDATION

CURING

4" GAP

TYP.

4" GAP

TYP.

4" GAP

TYP.

4" GAP

TYP.

TREAD-

LOCKER

TYP. EA.

STEP

2X4

TOP-RAIL

PREDRILL AND DROP

IN(1) SIMPSON 1/2"

THREADED ROD

EACH SIDE OF

STRINGER USE

SIMPSON ET-HP22-N

EPOXY

(1) SIMPSON DTT1Z

OR DTT2Z EACH

EXTERIOR SIDE OF

STRINGER FASTEN

WITH (6-8) SD

2X10 RISER TYP

2X6

STEP

TYP

(2) 2X4 STEP SUPPORT

SPACED EQUALLY TYP

EACH STEP

(1) SIMPSON ML23Z

EACH END OF STEP

SUPPORT FASTEN

WITH (4) SD

1'-2"

TYP. 2X6 JOISTS

14" O.C. TYP

2X4 DECK

3X12 DECK

BEAM

3X12

LEDGER

5/8" HEX HEAD

BOLTS TYP

8X8 COLUMN

(1) SIMPSON

H1A FIXED

WITH (4)

SD9212 EA

BEAM

(1) SIMPSON

H1A FIXED

WITH (4)

SD9212 EA

BEAM

8X8 COLUMN

8X8 COLUMN

BOTTOM

OF 3X12

LEDGER

3X14

STRINGER

SCALE: 1-1/2" = 1'-0"

SAFETY RAIL DETAIL6

SCALE: 1-1/2" = 1'-0"

PLATFORM DETAILS 11

SCALE: 1-1/2" = 1'-0"

PLATFORM DETAILS 22

SCALE: 1-1/2" = 1'-0"

PLATFORM DETAILS 33

SCALE: 1-1/2" = 1'-0"

STEPS AND FASTENERS4

SCALE: 1-1/2" = 1'-0"

STRINGER BASE INT.5

SCALE: 1-1/2" = 1'-0"

STRAP CONNECTION7

SCALE: 1-1/2" = 1'-0"

TOWER BRIDGING8

SCALE: 1-1/2" = 1'-0"

POST BASES9

SCALE: 1-1/2" = 1'-0"

STRINGER BASE EXT.10

SCALE: 1-1/2" = 1'-0"

JOIST TO DECK BEAM11

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$WATERMARK$

AutoCAD SHX Text

$WATERMARK$

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$WATERMARK$

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$WATERMARK$

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$WATERMARK$

AutoCAD SHX Text

SL

AutoCAD SHX Text

IMB-D-20001953-S003

AutoCAD SHX Text 20001953

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PROJECT ENGINEER

AutoCAD SHX Text

CB

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CB

AutoCAD SHX Text

JF

AutoCAD SHX Text

CASEY BROWNE

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JAY KAMANI

AutoCAD SHX Text

KIMBERLY

AutoCAD SHX Text

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AutoCAD SHX Text

TOWER SAFETY PROJECT

AutoCAD SHX Text

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AutoCAD SHX Text

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CONSTRUCTION

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AutoCAD SHX Text 6"

AutoCAD SHX Text 9"

SCALE: 1 1/2" = 1'-0"

ES

$D

AT

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REVDRAWING NO

DATE JCN

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FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVD

A

SCALE: 3/8" = 1'-0"

EQUIPMENT ROOM LAYOUT AND PARTIAL FLOOR PLAN

2' 0 2' 6'

SCALE: 3/8" = 1'-0"

4'

KEYED CONSTRUCTION NOTES:

INSTALL APPROXIMATELY 5 LINEAR FEET OF ICE BRIDGE BETWEEN SOUTH WALL AND TOWER. INSTALL

AN ADDITIONAL 16 LINEAR FEET TO WEST CORNER OF SOUTH FALL FOR CABLE ROUTING INTO

FACILITY. SEE E002 FOR GROUNDING AND INSTALLATION REQUIREMENTS.

INSTALL GROUNDING PROTECTION FOR CABLES/TOWER SEE DETAILS ON E002 AND E003.

INSTALL NEW LIGHTNING PROTECTION SYSTEM INCLUDING AIR TERMINALS AND GROUND RODS.

INTEGRATE ITEMS INTO EXISTING EARTH ELECTRODE SYSTEM (EES). SEE DETAILS ON DRAWING E004.

ANTENNA EQUIPMENT SHALL BE REMOVED BY OTHERS FROM EXISTING TOWER AND RELOCATED TO NEW POSITION ON TOWER. AFTER RELOCATION AWAIT PERFORMANCE OF CABLE TERMINATION AND

ANTENNA CALIBRATION. SEE E004 FOR DETAILS REGARDING MOUNTING OF ANTENNAS.

INSTALL RCLR ANTENNA MOUNT, SITEPRO-1 DCH8 CHAIN MOUNT WITH STIFF ARM OR APPROVED

EQUAL.

ICE BRIDGE TO BE INSTALLED

3/4" X 10' COPPER CLAD GROUND ROD INSTALLED VERTICALLY 12" BELOW GRADE

GROUND WELL WITH GROUND ROD

5/8"X24" AIR TERMINAL TO BE INSTALLED ABOVE NEW EQUIPMENT.

EARTH ELECTRODE SYSTEM (EES) INSTALLED 24" BELOW GRADE

RF CABLE INSTALL ROUTE (TO BE PERFORMED BY OTHERS)

COAXIAL CABLE INSTALL ROUTE (TO BE PERFORMED BY OTHERS)

DOWN CONDUCTOR FROM STRUCTURE TO EES

LEGEND:

A E002

DOWN

RCLT

ANTENNA

NBPM PARROT

ANTENNA (X2)

VOR EQUIPMENT ROOM

HVAC UNIT WITH

OVERHEAD JUNCTION

BOX FOR GROUNDING

RF CAVITY FILTER (6 PL)

RCO RCAG LPA

CH 56 CH 56

RCAG LPA

CH 35 CH 35

CABLE TRAY (TYP)

BATTERY

STACK

BATTERY

CHARGER

LDRCL NBPM

"F" PANEL

AUX SPGP

LDRCL DEMARK

LDRCL BACKBOARD

TELCO

ENTRANCE

TELCO-GRND

J-BOX

SURGE PROTECTION

ENCLOSURE

SUPPLEMENTAL

MPGP

SPGP

MGP

MPGP

4/0 ORG/GRN

"D" PANEL

4/0 ORG/GRN

60"

MPGP

RADIO EQUIPMENT ROOM

LOCATE EXISTING EES

AND INTEGRATE WITH

APPROPRIATE CADWELD

DOWN

CONDUCTOR

LOCATE EXISTING EES

AND INTEGRATE WITH

APPROPRIATE CADWELD

AutoCAD SHX Text

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$WATERMARK$

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$WATERMARK$

AutoCAD SHX Text

$WATERMARK$

AutoCAD SHX Text

$WATERMARK$

AutoCAD SHX Text

$WATERMARK$

AutoCAD SHX Text

$WATERMARK$

AutoCAD SHX Text

$WATERMARK$

AutoCAD SHX Text

SL

AutoCAD SHX Text

IMB-D-20001953-E001

AutoCAD SHX Text 20001953

AutoCAD SHX Text

MGR: ENGINEERING - SEATTLE

AutoCAD SHX Text

PROJECT ENGINEER

AutoCAD SHX Text

CB

AutoCAD SHX Text

CB

AutoCAD SHX Text

TV

AutoCAD SHX Text

CASEY BROWNE

AutoCAD SHX Text

JAY KAMANI

AutoCAD SHX Text

KIMBERLY

AutoCAD SHX Text

OR

AutoCAD SHX Text

TOWER SAFETY PROJECT

AutoCAD SHX Text

EQUIPMENT ROOM RESTORATION PLAN

AutoCAD SHX Text

ELECTRICAL

AutoCAD SHX Text

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INFRASTRUCTURE OPS

AutoCAD SHX Text

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AutoCAD SHX Text

ATO - TECHNICAL OPERATIONS

AutoCAD SHX Text

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AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text EXIST 4x4

SQ. DUCTDUCT

ES

$D

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REVDRAWING NO

DATE JCN

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ISSUED BY

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FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVD

A

SCALE: 1/2" = 1'-0"

RCLR TOWER CABLE AND GROUNDING ELEVATION VIEW

E001 A

SCALE: 1/2" = 1'-0"

RCLR TOWER CABLE AND GROUNDING ELEVATION VIEW

E002 B

GENERAL CONSTRUCTION NOTES:

KEYED CONSTRUCTION NOTES:

CABLE INSTALL AND GROUNDING SHALL BE PERFORMED BY ANOTHER GROUP. CABLE SUPPORTS

SHALL BE INSTALLED AT LEAST OF EVERY THREE (3) FEET OF CABLE RUN.

CONTRACTOR SHALL INSTALL APPROXIMATELY 21 LINEAR FEET ICE BRIDGE AND GROUND

APPROPRIATELY TO NEW/EXISTING EARTH ELECTRODE COUNTERPOISE SYSTEM (EECS)

CONTRACTOR SHALL INSTALL NEW GROUNDING BAR ON TOWER LEG FACING INTERIOR OF THE TOWER

FOR ACCESS FROM PLATFORM.

SEE DETAIL 6 ON E004

PROVIDE AND INSTALL THOMSON 28R DOWN CONDUCTOR IN 1" PVC CONDUIT

PROVIDE AND INSTALL AIR TERMINALS CLASS 2 AND ALL ASSOCIATED ACCESSORIES

SEE DETAIL 2&3 ON E003

1. CABLES SUPPORTS SHALL BE INSTALLED EVERY THREE FEET OF CABLE RUN. VERTICAL RUNS

SHALL HAVE MOUNTING POINTS INSTALLED AT STRUCTURAL BRACES, LEDGERS, AND POSTS OF

THE CABLE RUNNING PATH. A DRIP LOOP SHALL BE INSTALLED PRIOR TO CONNECTING TO THE

ANTENNA EQUIPMENT WITH BENDS NOT EXCEEDING MANUFACTURER'S SPECIFICATIONS. CABLES

SHALL BE INSTALLED BY ANOTHER PARTY AFTER COMPLETION OF THE CONDUIT GROUNDING

AND PATHS. CONTRACTOR IS PERMITTED TO RUN FSJ4 "DUMMY CABLE" TO VERIFY INSTALLATION

MEETS REQUIREMENTS.

2. EXOTHERMICALLY WELD THE GROUNDING ELECTRODE CONDUCTORS DIRECTLY TO GROUND

ROD

3. INTEGRATE THE GROUND ROD INTO THE EARTH ELECTRODE SYSTEM (EES). IF EES IS NOT

PRESENT, DRIVE SECOND GROUND ROD 10 FEET AWAY FROM FIRST GROUND ROD. REFER TO

CURRENT NEC 780, AND THE LATEST VERSION OF FAA-C-1217H, GROUNDING SHALL BE IN

COMPLIANCE WITH CURRENT VERSION OF FAA-STD-019F, CHANGE 3.

MICROWAVE DISH TO BE

INSTALLED BY OTHERS

' M

IN

SHELTER

WIREWAY

BATTERY

CHARGER

LDRCL

RACK

3-1/2" DIAM.

GALVANIZED

ICE-BRIDGE

COLUMN

CONCRETE SHAFT

FOUNDATION

6' -4

60"

COLUMN GROUND

TO EES

B E0

MICROWAVE DISH TO BE

INSTALLED BY OTHERS

NBPM

RACK

RBPM ANTENNAS TO BE

INSTALLED BY OTHERS

CABLE TRAY

ICE-BRIDGE

2X PARROT ANTENNAS TO

BE INSTALLED BY OTHERS

WALL

MOUNTED

HVAC

NEW POST AND

EQUIPMENT TO

BE INSTALLED

NO CLOSER

THAN 3FT

AWAY FROM

EXISTING HVAC

EQUIPMENT

USE EXISTING

GROUNDING BOX

TO GROUND

CABLED BEFORE

ENTERING

BUILDING

CABLE SHALL ENTER

BUILDING FROM EXISTING

WALL PENETRATION ON

WEST END OF WALL

4' -6

1'-0"

3"

AIR TERMINAL (TYP)

GROUNDING BAR

DOWN CONDUCTOR (TYP)

GROUNDING BAR

PVC SCHEDULE 40

CONDUIT

TO EXISTING EES

4 /0 AWG

GROUNDING

TO EXISTING EES

TO EXISTING EES

DOWN CONDUCTOR (TYP)5

CONNECTION POINT

CABLES SUPPORT (TYP)

CONNECTION POINT4

3' -0

3' -0

AutoCAD SHX Text

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AutoCAD SHX Text

ISSUED FOR:

AutoCAD SHX Text

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$WATERMARK$

AutoCAD SHX Text

$WATERMARK$

AutoCAD SHX Text

$WATERMARK$

AutoCAD SHX Text

$WATERMARK$

AutoCAD SHX Text

$WATERMARK$

AutoCAD SHX Text

$WATERMARK$

AutoCAD SHX Text

$WATERMARK$

AutoCAD SHX Text

$WATERMARK$

AutoCAD SHX Text

$WATERMARK$

AutoCAD SHX Text

SL

AutoCAD SHX Text

IMB-D-20001953-E001

AutoCAD SHX Text 20001953

AutoCAD SHX Text

MGR: ENGINEERING - SEATTLE

AutoCAD SHX Text

PROJECT ENGINEER

AutoCAD SHX Text

CB

AutoCAD SHX Text

CB

AutoCAD SHX Text

TV

AutoCAD SHX Text

CASEY BROWNE

AutoCAD SHX Text

JAY KAMANI

AutoCAD SHX Text

KIMBERLY

AutoCAD SHX Text

OR

AutoCAD SHX Text

TOWER SAFETY PROJECT

AutoCAD SHX Text

CABLE RESTORATION ROUTING AND GROUNDING

AutoCAD SHX Text

ELECTRICAL

AutoCAD SHX Text

VOR

AutoCAD SHX Text

INFRASTRUCTURE OPS

AutoCAD SHX Text

ENGINEERING SERVICES

AutoCAD SHX Text

ATO - TECHNICAL OPERATIONS

AutoCAD SHX Text

WESTERN SERVICE AREA

ES

$D

AT

E$ $T

IM

E$

$N

AM

E$

A

B

C

D

E

F

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H

8 7 6 5 4 3 2 1

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REVDRAWING NO

DATE JCN

APPROVED BY

ISSUED BY

CHECKED

DRAWN

DESIGNED

SUBMITTED BY

REVIEWED BY

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVD

A

COLD SHRINK EXTENDS 1" OUT

AT EACH SIDE

NOT TO SCALE

COLD SHRINK DETAIL6

4/0" AWG

MOUNTING

BRACKET

NOT TO SCALE

GROUNDING PLATES DETAIL8

STAND-OFF

GROUND

PLATE

MOUNTING

BRACKET

NOT TO SCALE

4/0 TO PLATE WELD DETAIL7

GROUND

PLATE

1" PVC