GRR GS AGL-DT No.7096 Roman Signed on 021822.pdf

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1.

PASSING A NUMBER 200 SEIVE.

A CLEAN MIXTURE OF SAND AND GRAVEL AS DEFINED BY ASCE 32, WITH LESS THAN 6% BY WEIGHT REMOVE SOIL IN EXCAVATED AREA AND REPLACE WITH A NON-FROST SUSCEPTIBLE SOIL CONSISTING OF

CONTRACTOR SHALL SEAL ALL PENETRATIONS THROUGH BUILDING WALSS WITH SILICONE SEALER.

PROVIDED BY THE TOWER'S AIR TERMINAL.

DOWN CONDUCTORS ARE NOT REQUIRED FOR THIS SHELTER DUE TO LIGHTING PROTECTION

SEE DWG. GLSD-D-LTNGPROT-E001 FOR SHELTER GROUNDING DETAILS. AIR TERMINALS AND

AND BACKFILL REQUIREMENTS. EXCAVATION SHALL BE SHORED OR SHAPED PER OSHA REQUIREMENTS.

SEE SPECIFICATION FOR CONCRETE FORMWORK, REINFORCEMENT PLACEMENT, CURING, EXCAVATION, SAFELY HANDLING 10,000 LBS.

REQUIRED TO OFFLOAD THIS SHELTER. LIFTING EQUIPMENT SHALL BE CAPABLE OF

IT ON NEW FOUNDATION. TWO 12' MIN. LENGTH SPREADER BARS AND FOUR 4" X 25' LONG STRAPS WILL BE CONTRACTOR SHALL PROVIDE CRANE AND FLATBED TRAILER TO REMOVE EXISTING SHELTER AND PLACE

2.

3.

4.

5.

ENGINEERING SERVICES

OPERATIONS

GS

FOUNDATION AND INSTALLATION DETAILS

10' X 12' FIBERGLASS SHELTER

RUNWAY 26L

MIGERALD R. FORD INTERNATIONAL AIRPORTGRAND RAPIDS

HR

ENGINEER, OPS ENGINEERING MANAGER, OPS ENGINEERING

12/23/2021 1701026

GRR-D-GS26L-A001

g rr -d -g s l-a .d n

THIS DRAWING PRODUCED ON THE AGL REGION MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS CENTRAL SERVICE AREA

C O

N S

T R

U

IO

12'-5"

11'- 0" 8"

6"

6"

"6

11" 11" 4'-0"

TYP.

10'-0"

8'-8" 8"

SEE NOTE 3

-1%

EXTERIOR LIGHT

VIA METER PEDESTAL

TRANSFORMER

2" GRS CONDUIT FROM

INCOMING POWER IN

& CONTROL EQPT

PAPI POWER

CABLES IN 2" GRS CONDUIT

PAPI CONTROL

AND WHITE COLORS). SEE NOTE 1.

IN ALTERNATING AVIATION ORANGE

W/FIBERGLASS SHELL PAINTED

SHELTER (WOOD FRAME

PRE-FABRICATED EQUIPMENT

INSTALL

VENT HOOD

HVAC UNIT

FRAME

STEEL I-BEAM

ALL AROUND

1/2" RADIUS

SEE NOTE 2.

CONCRETE FOUNDATION.

CONSTRUCT REINFORCED

RF CABLE ENTRY

IN 2" GRS CONDUIT

RVR POWER CABLES

EXPANSION COUPLING (TYP)

IN 2" GRS CONDUIT

RVR CONTROL CABLES

ENTRANCE SWITCH

PENETRATION INTO SERVICE

SEALED THREADED WALL

ANTENNA HEATERS

OBSTRUCTION LIGHT AND

POWER CABLE ENTRY FOR

EXHAUST FAN

SEE NOTE 3.

30" BELOW GRADE.

GROUNDING CONDUCTOR,

COPPER PERIMETER

4/0 AWG BARE

FURNISH AND INSTALL

WELD (TYP)

EXOTHERMIC

ELECTRODE CONDUCTOR (SEE NOTE 3)

FOR SERVICE ENTRANCE GROUNDING

1" PVC CONDUIT W/EXPANSION COUPLING

(TYPICAL EACH CORNER)

STEEL GROUNDING ROD

3/4" X 10' COPPERCLAD

PAD-MOUNTED TRANSFORMER

2" GRS CONDUIT TO

W/HOOD

EXHAUST FAN

SHELTER SITE PLAN

CRUSHED ROCK PLOT PER

(TYPICAL EACH CORNER)

STEEL GROUNDING ROD

3/4" X 10' COPPERCLAD

WEATHERSHIELD

MOTORIZED DAMPER

HVAC UNIT

STEPS WITH 4' LANDING

CONCRETE

4' WIDE PRECAST

ELEVATION

FINISHED FLOOR

DETAIL "1"

6" TYP.

SEE NOTE 1.

HOLE FOR LIFTING EYE.

WILL NOT BE ALLOWED.

SHALL BE LEVEL. SHIMS

BACKFILLING. TOP OF SLAB

REMOVE FORMS PRIOR TO

USING WALL FORMS.

CONCRETE FOUNDATION

CONSTRUCT REINFORCED

#4

VAPOR BARRIER

COMPACTED CRUSHED ROCK

CONDUCTOR PER NOTE 5

EXOTHERMICALLY WELDED TO

LONG WITH #4/0 CONDUCTOR

3/4" PVC CONDUIT, 2'-6"

STEEL ANCHOR BOLT

GALVANIZED

3/4" X 18" X 4"

STEEL BEAM (BO)

SHELTER

WITH SHELTER)

(SIX SHIPPED

ANCHOR PLATE

INSTALL 1/2"

WWR

STEEL ANCHOR BOLT

3/4" X 18" X 4" GALVANIZED

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/1

/2

:3

:5

A

M P lo tt e d b y

V

-C

E

G -E

D

B

F

H

8 7 6 5 4 3 2 1

12345678

REVDRAWING NO

DATE JCN

APPROVED BY

ISSUED BY

CHECKED

DRAWN

DESIGNED

SUBMITTED BY

REVIEWED BY

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV

DATE

APPROVED

DESCRIPTION JCN

REDLINE

APVD

(INSTALL) = INSTALL ITEM SHIPPED LOOSE IN SHELTER.

SHIPMENT OF THE SHELTER.

OR FAA INSTALLATION PERSONNEL PRIOR TO

(BO) = INSTALLED BY SHELTER MANUFACTURER

KEY

NOTES

IS

6 MIL VAPOR BARRIER

6X6 - W2.9XW2.9

PER SPECIFICATIONS

COMPACTED CRUSHED ROCK

TYP.

FRONT ELEVATION

REAR ELEVATION

SHELTER ANCHORING DETAILS

#4@12 (TYP.)

5-#4(TYP.)

2-#4(TYP.)

L

DETAIL

RIGHT SIDE ELEVATION

LEFT SIDE ELEVATION

grr-d-gs26l-a001

2022-02-22T07:23:34-0600

CHRISTOPHER C KEIL

2022-02-18T10:44:38-0600

HERBERT KENT ROMAN

14'-0" 33'-0"

5'-0"

13'-0"

6'-0" 8'-0"

6" 6" 6"

PAINT WITH SAFTEY YELLOW

SURFACE PREP AND

FILLED WITH CONCRETE.

6" DIA. SCH 40 GALV PIPE

AT TOP

AND FORM 1" HIGH CROWN

FILL PIPE WITH CONCRETE

SITE PLAN

REPLACE SHELTER FOUNDATION

12/30/2021 1701026

GRR-D-GS26L-C001

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PVC

1050' TO RUNWAY END 4

W

Y

IN

RVR POWER CABLES

RVR CONTROL CABLES

IL

PAPI POWER AND

CONTROL CABLES

GRR-GL-D-5608-8

GLIDE SLOPE PLOT LAYOUT

SCALE: 1" = 10' - 0"

W

Y

IN

1063' TO RUNWAY 26L

THRESHOLD

ASPHALT PAVED ACCESS ROAD

SHEET 1

SEE DRAWING GL-D-5608-2-1B,

1-25 PR #19 CONTROL CABLE

1-12 PR #19 CONTROL CABLE AND

PVC COND UNDER ROADWAY

GLIDE SLOPE SHELTER AREA .

TO THE RUNWAY 35

SHELTER'S DEMARC BOX

RUNWAY 26L GLIDE SLOPE

1-#6 GUARD WIRE FROM

1-12 PR #19 CONTROL CABLE &

XFMR BY CP CO

PAD-MOUNTED

25 KVA

2 NEW BOLLARDS PER DETAIL 1

BOLLARD AND PROVIDE

REMOVE EXISTING

PROVIDE NEW IN LOCATION SHOWN.

REMOVE EXISTING PEDESTAL AND

INSTALLED PER GRR-D-GS26L-A001.

AFTER NEW FOUNDATION IS

SHELTER. REMOVE AND REPLACE

EXISTING GLIDE SLOPE

CABLES FROM SHELTER TO RVR

U.S.E. AND1-#6 BARE CU

CABLE AND 2-1/C #4, 600V,

ABANDONED 6 PR #19 CONTROL

TO 25 KVA TRANSFORMER

INCOMING SERVICE BY UTILITY

SHEET 2

SEE DRAWING GL-D-5608-2-1B,

TO LOCALIZER AREA.

1-25 PR #19 CONTROL CABLE

DRAWING GL-D-5608-2-4

ANTENNA MAST PER

ANTENNA FOUNDATION AND

PVC CONDUIT

ABANDONED 1" CONDUIT

2/C-#12 (OBSTRUCTION)

3/C-#12 (HEATER)

PVC

ABANDONED

3' WIDE AGGREGATE WALKWAY

RVR PROJECTOR AND DETECTOR

1-6 PR #19 CONTROL CABLE BETWEEN

2-1/C #8, 600V U.S.E., 1 #6 BARE CU, AND

-d -g s l-c lo tt e

SHELTER FOUNDATION

TO REPLACE THE GLIDE SLOPE

ARE INCLUDED IN THE SCOPE OF WORK

ONLY ITEMS ENCLOSED BY CLOUDS

DETAIL 1

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

grr-d-gs26l-c001

2022-02-22T07:23:48-0600

CHRISTOPHER C KEIL

2022-02-18T10:45:46-0600

HERBERT KENT ROMAN

COVER SHEET & DRAWING INDEX

GRR-D-GS26L-G001

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T OF TRANSPO

T A

IC

OF

STATES

IT

TM

EN

AVIA

I

LAR

TRAT

SI

NI

GRAND RAPIDS, MI

GERALD FORD INTERNTIONAL AIRPORT

RUNWAY 26L GLIDE SLOPE

VICINITY MAP

DRAWING DESCRIPTION

GRR-D-GS26L-C001

GRR-D-GS26L-A001

CONSTRUCTION SAFETY PLAN

10' X 12' SHELTER INSTALLATION DETAILS

COVER SHEET AND DRAWING INDEX

SITE PLAN

* INDICATES DRAWING FOR FOUNDATION REFERENCE ONLY

GRR-D-GS26L-G001

GRR-D-GS26L-G002

GL-D-5608-2-6 MARK 1E GLIDE SLOPE SHELTER*

GRR-D-GS26L-E001 10' X 12' SHELTER INSTALLATION DETAILS

GRR-D-GS26L-E002 10' X 12' SHELTER INSTALLATION DETAILS

GRR-D-GS26L-E003 10' X 12' SHELTER INSTALLATION DETAILS*

GLSD-D -LTNGPROT-E001 LIGHTNING PROTECTION AND GROUNDING

GL-D-5608-2-8 PAPI SITE PLAN*

grr-d-gs26l-g001

2022-02-22T07:22:55-0600

CHRISTOPHER C KEIL

2022-02-18T10:41:59-0600

HERBERT KENT ROMAN

CONSTRUCTION SAFETY PLAN

GRR-D-GS26L-G002

-d -g s l-g

PROHIBITED.

CLEARLY INDICATE THE BOUNDARIES BEYOND WHICH CONSTRUCTION ACTIVITY IS

APPLICABLE, THE CONTRACTOR IS RESPONSBILE FOR PROVIDING SNOW FENCE TO

REGARDLESS WHICH OF THE ABOVE TWO CONSTRUCTION CONDITIONS IS

SA IS REDUCED FROM 1000 FT. TO ONLY 500 FT.

APPROACHING FROM THE OPPOSITE END OF THE RUNWAY, THE LENGTH OF THE

PROVIDED THE AIR TRAFFIC MANAGER APPROVES OF AIR TRAFFIC

ALL OF THE WORK AND IDEAL.

BOUNDARY OF THE RSA. THIS MAY BE ALL THAT'S NECESSARY TO PERFORM

WORK CAN OCCUR INSIDE THE GLIDE SLOPE AREA, BUT ONLY UP TO THE

RSA, THE FOLLOWING LIMITATIONS ARE APPLICABLE:

ARE MITIGATED. BECAUSE THE GLIDE SLOPE CRITICAL AREA ENCOMPASSES THE

WILL REQUIRE THE GLIDE SLOPE TO BE SHUTDOWN, AND THESE RESTRICTIONS

THESE AREAS UNDER THAT CONDITION. HOWEVER, THE WORK FOR THIS PROJECT

SAFETY AREA (RSA) DURING NORMAL OPERATIONS. WORK IS NOT ALLOWED IN

THIS DRAWING DEPICTS THE GLIDE SLOPE CRITICAL AREA AND THE RUNWAY

LONG 85°30'32.45"W

LONG 85°30'31.17"W

LAT 42°52'45.23"N

LONG 85°30'31.08"W

LAT 42°52'44.76"N

STAGING AREA

PROJECT LOCATION

LONG 85°30'32.51"W

LAT 42°52'45.07"N

LONG 85°30'32.43"W

LAT 42°52'44.61"N

CONSTRUCTION VEHICLE ROUTE

SECURITY GATE

ENTER THROUGH

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:4

:2 lo tt e

6.

7.

8.

9.

10.

DRAWINGS OR AS DESIGNATED BY THE COR.

THE CONTRACTOR SHALL STORE ALL EQUIPMENT, VEHICLES, AND MATERIALS ONLY IN THOSE STAGING AREAS SHOWN ON THE

THE CONTRACTOR STAGING AREA SHALL BE LOCATED AS SHOWN.

7.

8.

9.

10.

WORK.

AT ALL TIMES MAINTAIN ADEQUATE PROTECTION TO SAFEGUARD AIRCRAFT, THE PUBLIC AND ALL PERSONS ENGAGED IN THE

PRECAUTIONS REQUIRED SHALL BE DEEMED TO LIMIT OBLIGATIONS ASSUMED BY THE CONTRACTOR. THE CONTRACTOR SHALL

ACTIVITY MAY CAUSE DISRUPTION TO AIRPORT OPERATIONS. NO REQUIREMENTS OF THIS CONTRACT WITH RESPECT TO

THE OPERATION OF THE AIR TRAFFIC CONTROL FUNCTION OF THE AIRPORT, AND THEIR FAILURE DUE TO CONSTRUCTION

SITE GRADING, AND VEHICULAR TRAFFIC OVER EARTH AREAS THAT OCCUR ANYWHERE NEAR FAA FACILITIES ARE CRITICAL TO

CONTRACTOR OPERATIONS SUCH AS TRENCHING, JACKING OF PIPE OR CASINGS, EXCAVATION FOR PAVEMENT OR STRUCTURES, IMMEDIATELY RESTORED TO ITS ORIGINAL CONDITION BY THE CONTRACTOR AT HIS OWN EXPENSE.

CONSTRUCTION VEHICLES BE KEPT CLEAR OF DEBRIS AT ALL TIMES. ANY AREA DAMAGED DURING CONSTRUCTION SHALL BE

THE CONTRACTOR SHALL MAKE SURE ALL TAXIWAYS, RUNWAYS, ROADS, AND APRONS THAT ARE USED OR CROSSED BY

KEEP THE AIRPORT IN OPERATION.

LIMITED AND/OR REFUSED FOR LIMITED PERIODS OF TIME. THE CONTRACTOR MUST COOPERATE WITH AIRPORT AUTHORITIES TO

ESCORT. THE CONTRACTOR'S ATTENTION IS CALLED TO THE FACT THAT ACCESS TO CERTAIN CONTRACT AREAS MAY BE

THE CONTRACTOR CANNOT CROSS ANY ACTIVE RUNWAY OR TAXIWAY TO DELIVER MATERIAL OR WORKMEN WITHOUT A BADGED

PROGRESS OF THE WORK.

WILL BE ALLOWED DUE TO THE PHASING OF THE WORK OR DUE TO NORMAL WEATHER CONDITIONS WHICH MAY IMPEDE THE

NO ADDITIONAL COMPENSATION OR EXTENSION OF TIME OF COMPLETION FOR THE PROJECT, OR ANY PHASE OF THE PROJECT, ENTRANCE TO THE VARIOUS WORK SITES.

RESPONSIBLE FOR THE CONSTRUCTION, REPAIR, AND/OR MAINTENANCE OF ALL HAUL ROADS TO AND FROM THE DESIGNATED

DESIGNATED. NO PERSONAL VEHICLES WILL BE PERMITTED WITHIN THE AIR OPERATIONS AREA. THE CONTRACTOR SHALL BE

PERSONNEL NECESSARY TO DO THE WORK SHALL ENTER AND LEAVE THE CONTRACT SITE VIA THE GATES AND ROUTES

THE CONTRACTOR SHALL PLAN HIS CONSTRUCTION OPERATION SO THAT MATERIAL, EQUIPMENT, SUPPLIES, AND WORKING

AND MATERIALS.

WHEN SO ORDERED BY THE COR, THE CONTRACTOR SHALL REMOVE FROM THE SITE OF THE WORK ALL EQUIPMENT, MACHINERY, WITH AIRPORT OPERATIONS AND ATCT.

PERMITTED TO PARK VEHICLES/EQUIPMENT OR STORE MATERIALS OUTSIDE THE STAGING AREA SHOWN WITHOUT COORDINATION

FIELD WILL NOT BE SUBJECTED TO HAZARDS DUE TO THE CONSTRUCTION OPERATION. IN NO CASE WILL THE CONTRACTOR BE

CONSTRUCTION WORK AND SHALL UTILIZE HIS MACHINERY AND EQUIPMENT SUCH THAT AIRCRAFT AND VEHICLES USING THE

SITE TO THE MUTUAL BENEFIT OF ALL IN COMPLETING THEIR RESPECTIVE WORK. THE CONTRACTOR SHALL HANDLE

THE CONTRACTOR SHALL COOPERATE IN EVERY WAY WITH ANY OTHER CONTRACTOR DOING WORK ON OR ABOUT THE CONTRACT

PRIOR TO DESIRED ACCESS TIME.

ASSISTANCE THROUGH THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) TO ACCESS TO THE FAA FACILITY 48 HOURS

ACCESS TO FAA FACILITIES SHALL BE COORDINATED WITH THE LOCAL FAA SSC OFFICE. CONTRACTOR SHALL REQUEST FAA

OPERATION OF THE AIRPORT.

HEREIN SPECIFIED SO AS TO OFFER THE LEAST OBSTRUCTION AND/OR IMPEDIMENT TO AIRPORT TRAFFIC AND THE GENERAL

COORDINATION OF THE WORK IS AN ESSENTIAL FEATURE OF THIS CONTRACT AND WILL REQUIRE THE COMPLETION OF ALL WORK

THE AIRPORT WILL BE IN OPERATION WHILE CONSTRUCTION UNDER THIS CONTRACT IS TAKING PLACE. TIMING AND

A.O.A.

FAMILIARIZE CONSTRUCTION PERSONNEL WITH ANY CHANGE IN THE REQUIREMENTS FOR ENTERING AND OPERATING WITHIN THE

THIS FORM TO THE BADGING OFFICE WHEN APPLYING FOR BADGES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO

VEHICLE OPERATIONS GUIDE (INCLUDED IN CONTRACT BID DOCUMENTS), AND SIGN THE CERTIFICATION STATEMENT. PRESENT

BEGINNING WORK WITHIN THE RESTRICTED AREA. CONTRACTOR SHALL REVIEW FAA ORDER 5200.7A, FAA AIRPORT GROUND

OBTAIN ALL VEHICLE PASSES, PERSONNEL SECURITY BADGES, AND SATISFY ALL SECURITY REQUIREMENTS PRIOR TO

ALL CONSTRUCTION WILL OCCUR WITHIN THE AIRCRAFT OPERATIONS AREA (A.O.A.). THE CONTRACTOR WILL BE REQUIRED TO

PRESENT, AND THE CONTRACTOR'S PLAN TO PROTECT AND AVOID THESE UTILITIES.

WHERE THE EXISTING UTILITIES WITHIN THE CURRENT WORK ZONE ARE LOCATED, THE TYPE, SIZE AND NUMBER OF UTILITIES

A TOOLBOX SAFETY MEETING SHALL BE HELD EACH DAY AT START OF WORK. EVERY MEETING MUST INCLUDE A DISCUSSION OF

ARTIFICIAL LIGHT PROVIDED IS SUFFICIENT.

THE COR WILL HAVE THE FINAL DETERMINATION ON WHETHER OR NOT ARTIFICIAL LIGHTING IS NEEDED, AND IF THE

PRECAUTIONS TO ENSURE THAT MORE THAN SUFFICIENT LIGHT IS AVAILABLE WHEN EXCAVATING NEAR EXISTING UTILITIES.

ILLUMINATE WORK AREAS DURING NIGHT WORK, OR DURING LOW- LIGHT HOURS. THE CONTRACTOR SHALL TAKE EXTRA

IF NIGHT WORK IS REQUIRED, THE CONTRACTOR SHALL PROVIDE AN ADEQUATE NUMBER OF LIGHT PLANTS TO PROPERLY

IDENTIFYING DEPTHS OF EXISTING UTILITIES, THE CONTRACTOR SHALL EXCAVATE BY HAND- DIGGING.

THE CONTRACTOR SHALL REQUEST FAA UTILITY LINES BE LOCATED AT LEAST 48 HOURS PRIOR TO DIGGING. WHEN

INSTALL PROTECTIVE ORANGE SNOW FENCE TO FURTHER DEMARCATE PROTECTED UTILITIES.

RESERVES THE RIGHT TO REQUEST THE PLACEMENT OF ADDITIONAL PAINT TO CLEARLY IDENTIFY THE UTILITY FOR WORKERS.

THE CONTRACTOR SHALL MARK EXPOSED UTILITY LINES WITH AN ADEQUATE AMOUNT OF FLUORESCENT PAINT. THE COR

THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF AIRPORT OPERATIONS.

ALL AIRFIELD LIGHTING DAMAGED BY CONSTRUCTION OPERATIONS SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT

UTILITY.

PRIVATE UTILITY CABLES, PIPELINES, OR SEWERS UNTIL THE COR HAS REVIEWED THE PROCEDURES FOR PROTECTION OF THE

THE CONTRACTOR SHALL NOT START ANY WORK WHICH MAY AFFECT EXISTING CITY, FAA, AT&T, CECO, GAS, OR OTHER

CONSTRUCTED UNTIL THE LOCATION IS APPROVED BY THE COR.

THE CONTRACTOR SHALL LAY OUT THE LOCATION OF ALL NEW ITEMS FOR REVIEW BY THE COR. NO ITEM SHALL BE

SATISFACTION OF THE COR. NO EXTRA PAYMENT WILL BE MADE FOR ANY SUCH INTERFERENCE OR OBSTRUCTION.

RELOCATION OF SUCH STRUCTURES. IF DAMAGED, THE CONTRACTOR SHALL MAKE REPAIRS OR PAY FOR REPAIRS TO THE

SUPPORTED AND PROTECTED. THE CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE CONTRACTING OFFICER FOR THE

OR COMPLETE. ALL STRUCTURES ABOVE OR BELOW GROUND THAT ARE ENCOUNTERED DURING CONSTRUCTION MUST BE PROPERLY

PLANS STRICTLY AS AN AID TO THE CONTRACTOR, BUT SHALL NOT BE CONSTRUED AS BEING ABSOLUTELY ACCURATE, CORRECT, AND DIMENSIONS OF EXISTING FACILITIES AND OBSTRUCTIONS ARE BASED UPON AVAILABLE RECORDS, AND ARE SHOWN ON THE

TO CONSTRUCTION. EXISTING UTILITIES SHALL BE MAINTAINED IN SERVICE AT ALL TIMES. THE LOCATION, MATERIAL, UTILITIES ARE NOT GUARANTEED TO BE ALL INCLUSIVE OR CORRECT. THE CONTRACTOR SHALL VERIFY THE FEATURES PRIOR

EXISTING CONDITIONS ARE TAKEN FROM THE BEST AVAILABLE SURVEY. INFORMATION SHOWN CONCERNING FEATURES AND

EXTENSIONS DUE TO SUCH STOPPAGE OF WORK.

UNTIL SERVICE IS RESTORED. THE CONTRACTOR WILL NOT BE ALLOWED TO MAKE CLAIMS FOR EXTRA COSTS OR TIME

UNLESS OTHERWISE DIRECTED BY THE CONTRACTING OFFICER IN WRITING. THE CONTRACTOR SHALL HALT ALL OPERATIONS

THE PERIOD OF TIME THAT THE CABLES OR UTILITIES ARE OUT OF SERVICE, ALL CONTRACT WORK MUST BE SUSPENDED, IMMEDIATELY REPAIRED BY THE CONTRACTOR, UNDER THE OWNER'S DIRECTION, AND AT THE CONTRACTOR'S EXPENSE. DURING

ANY CABLE OR OTHER EXISTING UTILITY LINE THAT IS DAMAGED DURING THE PERFORMANCE OF THIS CONTRACT SHALL BE

UTILITY.

THE CONTRACTOR SHALL NOTIFY THE COR, IN WRITING, 48 HOURS PRIOR TO NEEDING THE UTILITY OWNER TO LOCATE THE

OWNERS OF ALL UTILITIES PRIOR TO THE START OF THE WORK SO THAT THEY MAY LOCATE AND STAKE THEIR UTILITIES.

COMMUNICATIONS CABLES, WATER AND FUEL LINES, AND SEWER AND DRAINAGE LINES. THE CONTRACTOR SHALL CONTACT THE

WORK. THESE UTILITIES INCLUDE, BUT ARE NOT LIMITED TO CITY, FAA, TELCO, GAS, POWER, CONTROL AND

ALL EXISTING UTILITIES SERVING THE AIRPORT MUST REMAIN IN CONTINUOUS OPERATION DURING THE EXECUTION OF THE

WITH ALL FAA PART 139 TRAINING REQUIREMENTS AND REGULATIONS.

150/5370-2F AND AUGMENTED BY THESE PLANS AND SPECIFICATIONS, WILL APPLY TO THE WORK. CONTRACTOR SHALL COMPLY

THE CONTRACTOR IS ADVISED THAT CERTAIN RULES AND RESTRICTIONS, AS CONTAINED IN FAA ADVISORY CIRCULAR

MAXIMUM EQUIPMENT HEIGHT WILL BE 25'.

LIMITS OF ACTIVE CRITICAL AREAS NEAR THE WORK AREA SHALL BE DELINEATED WITH ORANGE SNOW FENCE.

FLIGHT CREWS.

ALL LIGHTING WILL BE SHIELDED BY THE CONTRACTOR SO THAT IT DOES NOT AFFECT THE AIR TRAFFIC CONTROL TOWER OR

PERSONNEL.

ELEVATED LIGHTED CROSSES WILL BE PLACED AND MAINTAINED AS NEEDED ON CLOSED RUNWAYS BY AIRPORT OPERATIONS

ROOF FOR USE AT ALL TIMES.

POSITION. IN ADDITION, EACH VEHICLE AND PIECE OF EQUIPMENT SHALL HAVE A ROTATING YELLOW BEACON MOUNTED ON THE

BELONGING TO THE CONTRACTOR SHALL HAVE A WARNING FLAG ATTACHED TO IT IN A VERTICAL AND CLEARLY VISIBLE

DISPLAY A FLAG WHICH SHALL BE MAINTAINED VERTICAL AT ALL TIMES. EACH VEHICLE OR OTHER PIECE OF EQUIPMENT

AND EQUIPMENT ITEM IN ALL WORK AREAS, REGARDLESS OF WHETHER OR NOT NEAR RUNWAYS, TAXIWAYS OR APRONS, SHALL

VEHICLES AND EQUIPMENT USE, AND ONE FOOT SQUARE FOR PERSONAL USE. EACH SEPARATE GROUP OR INDIVIDUAL VEHICLE

THE CONTRACTOR SHALL FURNISH AIRCRAFT WARNING FLAGS, COLORED ORANGE AND WHITE, THREE FOOT SQUARE, FOR

RUNWAY SAFE

TY AREA

GLIDE SLOPE CRITICAL AREA

GLIDE SLOPE CRITICAL AREA

WORK IN LOCALIZER CRITICAL AREA AND RUNWAY SAFETY AREA

SAFETY PLAN

AIRPORT OPERATIONS

STAGING AREA

UTILITIES

grr-d-gs26l-g002

2022-02-22T07:23:17-0600

CHRISTOPHER C KEIL

2022-02-18T10:43:15-0600

HERBERT KENT ROMAN