H.08.03 KANG Ramp Final Drawings.pdf

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REPAIR AIRCRAFT PARKING RAMP

FORBES FIELD, TOPEKA, KANSAS

KANG Project No.: GUQE042100

B-3 SUBMITTAL

ISSUED FOR CONSTRUCTION

VICINITY MAP

NTS

SITE MAP

NTS

PROJECT LOCATION

KANSAS AIR NATIONAL GUARD

SITE LOCATION

MAIN KANG ENTRANCE

W

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H

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EXP. 12-31-20

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NO. C 37687

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B B

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MAX.

EX.,EXIST.

DWY.

CONST.

CONC.

BLDG.

ABBREVIATIONS:

D.I.

F.H.

LS

M.H.

G.B.

E.C.

E

C

B.C.

B.M.

A.C.,ASPH.

PAVEMENT

PVMT.

DRAINAGE INLET

END OF CURVE

DRIVEWAY

LAND SURVEYOR

GRADE BREAK

FIRE HYDRANT

EASTING

MAXIMUM

MANHOLE

EXISTING

TYPICAL

TYP.

CONCRETE PIPE

REINFORCED

RADIUS

STATION

STREET

SHEET

SEWER

SHT.

STA

ST

S

R.C.P.

R.,RAD.

ANGLE

BEGINNING OF CURVE

BENCH MARK

CONSTRUCTION

CONCRETE

CENTERLINE

ASPHALT CONCRETE

BUILDING

AT

AND

CONCRETE

PULLBOX

PORTLAND CEMENT

POLY VINYL CHLORIDE

POINT

NUMBER

MINIMUM

PT.

P.B.

P.C.C.

P.V.C.

NO.

MIN.

DIV. DIVISION

DELTA

CURB INLET

CHAIN LINK FENCE

C.I.

C.L.F.

BOUNDARYBDRY.

L.F. LINEAL FOOT

LEFTLT

L LENGTH

ELEVATIONELEV.

FND. FOUND

EP EDGE OF RUNWAY/

RT RIGHT

GUARD POSTG.P.

EXP. JT.

INT. INTERSECTION

EXPANSION JOINT

E ELECTRICAL

N NORTHING

A.B. AGGREGATE BASE

TAXIWAY PAVEMENT

ES EDGE OF RUNWAY/

TAXIWAY SHOULDER

RWY, R/W RUNWAY

TWY, T/W

TAXIWAY

ELECTRICAL MANHOLEEMH

L

DEPTHD

VAR

VARIES

LEGEND:

LONGITUDINAL DOWELED CONSTRUCTION JOINT

LONGITUDINAL CONSTRUCTION JOINT

TRANSVERSE CONTRACTION JOINT

THICKENED EDGE EXPANSION JOINT

FLAGMAN & FOD CHECK POINT

HAUL ROUTE

LOW PROFILE BARRICADE

LIMIT OF CONSTRUCTION

HOT MIX ASPHALTHMA

SHOULDER

S.D.

RSA RUNWAY SAFETY AREA

TAXIWAY SAFETY AREA

GENERAL NOTES:

CONTRACTOR SHALL COORDINATE WITH ANG BASE

OPERATIONS AND COMPLY WITH CONTRACT

DOCUMENTS SECTION.

1. PROTECT-IN-PLACE EXITING UTILITY BOXES,

MANHOLES, DRAINAGE INLETS, GROUNDINGS AND

OTHER AIRFIELD UTILITIES AND INFRASTRUCTURE,

UNLESS OTHERWISE INDICATED ON THE PLANS.

2. FOR GENERAL PHASING NOTES SEE SHEET G-501. FOR

DEMOLITION AND UTILITIES NOTES SEE SHEETS C-102

TO C-113.

LSP LIMIT OF SHOULDER PAVING

CEMENT TREATED BASECTB

LEAN CONCRETE BASELCB

EXISTING ELECTRICAL LINE

EXISTING STORM DRAIN LINE

EXISTING WATER LINE

EXISTING COMMUNICATIONS LINE

EXISTING PULL BOX

EXISTING FUEL PIT

THICKENED EDGE SLIP JOINT

ANG AIR NATIONAL GUARD

B

C-204

DWG NO. WHERE SHOWN

SECTION LETTER

DETAIL NO.

DETAIL NO.

DWG NO.

REFERENCE SYSTEM:

TAXIWAY OBJECT FREE AREA

TAXILANE

T/L

4" AC PAVEMENT MILL & OVERLAY

PER SECTION

5" AC PAVEMENT MILL & OVERLAY

PER SECTION

PCC PAVEMENT RECONSTRUCTION PER

SECTIONS 1 TO 3, SHEET C-301 AS INDICATED

FULL DEPTH PCC SLAB

REPLACEMENT PER DETAIL

SLAB ID NUMBER

FULL DEPTH AC PAVEMENT REPAIR

C-302

C-302

C-612

EXISTING CLEAN OUT

EXISTING TIE DOWN

EXISTING FUEL LINE

EXISTING STORM DRAIN MANHOLE

FOS

W

COMM

EXISTING SANITARY SEWER LINE

SAN

CATCH BASINC.B.

STORM DRAIN

SHLDR

J B

A G

T A

INDEX OF SHEETS

SHEET NO. DWG. NO SHEET TITLE

GENERAL

1 G-001

COVER SHEET AND LOCATION PLAN

2 G-002

DRAWING INDEX, LEGEND, NOTES AND ABBREVIATIONS

3 G-101

CSPP - NOTES 1

4 G-102

CSPP - NOTES 2

5 G-103

CSPP - NOTES 3

6 G-104

CSPP - OVERVIEW

7 G-201

CSPP - PHASE 1

8 G-202

CSPP - PHASE 2

9 G-203

CSPP - PHASE 3

10 G-204

CSPP - PHASE 4

11 G-205

CSPP - PHASE 5

12 G-206

CSPP - PHASE 6

13 G-207

CSPP - PHASE 7

14 G-208

CSPP - PHASE 8

15 G-209

CSPP - PHASE 9

16 G-210

CSPP - PHASE 10

17 G-501

CSPP - DETAILS

18 G-601

PHASE 1 - TEMP MARKING PLAN 1 OF 1

19 G-602

PHASE 2 - TEMP MARKING PLAN 1 OF 1

20 G-603

PHASE 3 - TEMP MARKING PLAN 1 OF 2

21 G-604

PHASE 3 - TEMP MARKING PLAN 2 OF 2

22 G-605

PHASE 4 - TEMP MARKING PLAN 1 OF 1

23 G-606

PHASE 5 - TEMP MARKING PLAN 1 OF 2

24 G-607

PHASE 5 - TEMP MARKING PLAN 2 OF 2

25 G-608

PHASE 6 - TEMP MARKING PLAN 1 OF 2

26 G-609

PHASE 6 - TEMP MARKING PLAN 2 OF 2

27 G-610

PHASE 7 - TEMP MARKING PLAN 1 OF 2

28 G-611

PHASE 7 - TEMP MARKING PLAN 2 OF 2

29 G-612

PHASE 8 - TEMP MARKING PLAN 1 OF 1

30 G-613

PHASE 9 - TEMP MARKING PLAN 1 OF 1

31 G-614

PHASE 10 - TEMP MARKING PLAN 1 OF 1

32 G-701

SOIL BORING LOCATION PLAN

33 G-702

SOIL BORING LOG 1 OF 3

34 G-703

SOIL BORING LOG 2 OF 3

35 G-704

SOIL BORING LOG 3 OF 3

36 V-100

SURVEY CONTROL

CIVIL

37 C-100

OVERALL SITE PLAN

38 C-101

HORIZONTAL CONTROL PLAN

39 C-102

EXISTING UTILITIES PLAN - 1 OF 4

40 C-103

EXISTING UTILITIES PLAN - 2 OF 4

41 C-104

EXISTING UTILITIES PLAN - 3 OF 4

42 C-105

EXISTING UTILITIES PLAN - 4 OF 4

43 C-110

DEMOLITIONS PLANS 1 OF 4

44 C-111

DEMOLITIONS PLANS 2 OF 4

45 C-112

DEMOLITIONS PLANS 3 OF 4

46 C-113

DEMOLITIONS PLANS 4 OF 4

47 C-121

PAVEMENT REPAIR PLAN 1 OF 10

48 C-122

PAVEMENT REPAIR PLAN 2 OF 10

49 C-123

PAVEMENT REPAIR PLAN 3 OF 10

50 C-124

PAVEMENT REPAIR PLAN 4 OF 10

51 C-125

PAVEMENT REPAIR PLAN 5 OF 10

52 C-126

PAVEMENT REPAIR PLAN 6 OF 10

53 C-127

PAVEMENT REPAIR PLAN 7 OF 10

INDEX OF SHEETS

SHEET NO. DWG. NO SHEET TITLE

54 C-128

PAVEMENT REPAIR PLAN 8 OF 10

55 C-129

PAVEMENT REPAIR PLAN 9 OF 10

56 C-130

PAVEMENT REPAIR PLAN 10 OF 10

57 C-141

PAVEMENT JOINTING PLAN 1 OF 9

58 C-142

PAVEMENT JOINTING PLAN 2 OF 9

59 C-143

PAVEMENT JOINTING PLAN 3 OF 9

60 C-144

PAVEMENT JOINTING PLAN 4 OF 9

61 C-145

PAVEMENT JOINTING PLAN 5 OF 9

62 C-146

PAVEMENT JOINTING PLAN 6 OF 9

63 C-147

PAVEMENT JOINTING PLAN 7 OF 9

64 C-148

PAVEMENT JOINTING PLAN 8 OF 9

65 C-149

PAVEMENT JOINTING PLAN 9 OF 9

66 C-161

GRADING AND DRAINAGE PLAN 1 OF 9

67 C-162

GRADING AND DRAINAGE PLAN 2 OF 9

68 C-163

GRADING AND DRAINAGE PLAN 3 OF 9

69 C-164

GRADING AND DRAINAGE PLAN 4 OF 9

70 C-165

GRADING AND DRAINAGE PLAN 5 OF 9

71 C-166

GRADING AND DRAINAGE PLAN 6 OF 9

72 C-167

GRADING AND DRAINAGE PLAN 7 OF 9

73 C-168

GRADING AND DRAINAGE PLAN 8 OF 9

74 C-169

GRADING AND DRAINAGE PLAN 9 OF 9

75 C-170

UNDERDRAIN PLAN

76 C-301

TYPICAL PAVEMENT RECONSTRUCTION SECTIONS 1 OF 3

77 C-302

TYPICAL PAVEMENT RECONSTRUCTION SECTIONS 2 OF 3

78 C-303

TYPICAL PAVEMENT RECONSTRUCTION SECTIONS 3 OF 3

79 C-501

PCC PAVEMENT JOINT DETAILS 1 OF 3

80 C-502

PCC PAVEMENT JOINT DETAILS 2 OF 3

81 C-503

PCC PAVEMENT JOINT DETAILS 3 OF 3

82 C-504

PAVEMENT REMOVAL DETAILS

83 C-505

STORM DRAIN REPAIR DETAILS 1 OF 4

84 C-506

STORM DRAIN REPAIR DETAILS 2 OF 4

85 C-507

STORM DRAIN REPAIR DETAILS 3 OF 4

86 C-508

STORM DRAIN REPAIR DETAILS 4 OF 4

87 C-601

PAVEMENT REPAIR SCHEDULE 1 OF 11

88 C-602

PAVEMENT REPAIR SCHEDULE 2 OF 11

89 C-603

PAVEMENT REPAIR SCHEDULE 3 OF 11

90 C-604

PAVEMENT REPAIR SCHEDULE 4 OF 11

91 C-605

PAVEMENT REPAIR SCHEDULE 5 OF 11

92 C-606

PAVEMENT REPAIR SCHEDULE 6 OF 11

93 C-607

PAVEMENT REPAIR SCHEDULE 7 OF 11

94 C-608

PAVEMENT REPAIR SCHEDULE 8 OF 11

95 C-609

PAVEMENT REPAIR SCHEDULE 9 OF 11

96 C-610

PAVEMENT REPAIR SCHEDULE 10 OF 11

97 C-611

PAVEMENT REPAIR SCHEDULE 11 OF 11

98 C-612

PAVEMENT REPAIR DETAILS

99 C-701

PAVEMENT MARKING PLAN - 1 OF 4

100 C-702

PAVEMENT MARKING PLAN - 2 OF 4

101 C-703

PAVEMENT MARKING PLAN - 3 OF 4

102 C-704

PAVEMENT MARKING PLAN - 4 OF 4

103 C-705

PAVEMENT MARKING DETAILS - 1 OF 2

104 C-706

PAVEMENT MARKING DETAILS - 2 OF 2

105 C-711

AIRCRAFT STATIC GROUNDS PLAN SHEET 1 OF 3

106 C-712

AIRCRAFT STATIC GROUNDS PLAN SHEET 2 OF 3

107 C-713

AIRCRAFT STATIC GROUNDS PLAN SHEET 3 OF 3

108 C-714

AIRCRAFT STATIC GROUNDS DETAILS

CSPP CONSTRUCTION SAFETY AND

PHASING PLAN

KANG KANSAS AIR NATIONAL GUARD

DWG. DRAWING

NOT TO SCALEN.T.S.

TRENCH DRAIN

TD

ON CENTERO.C.

E.A. EACH

CONCRETE BOX

REINFORCED

R.C.B.

FOD FOREIGN OBJECT DEBRIS

DETAIL TITLE

C-204

SCALE:

C-204

CLEAR, CLEARANCECLR

CORR. CORRUGATED

DIA DIAMETER

INV INVERT

TOP OF GRATE

TG

WWF

WELDED WIRE FABRIC

METROPOLITAN TOPEKA AIRPORT AUTHORITYMTAA

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EXP. 12-31-20

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G-101

S

O T

1. COORDINATION

· THE CONTRACTOR SHALL HAVE AT LEAST ONE QUALIFIED SUPERINTENDENT, OR COMPETENT

ALTERNATE, WHO SHALL BE ON THE PROJECT SITE AT ALL TIMES DURING THE PERFORMANCE OF

THIS CONTRACT UNTIL THE WORK IS COMPLETED AND ACCEPTED, (WHETHER WORK IS BEING

DONE BY PRIME CONTRACTOR FORCES OR SUBCONTRACTOR FORCES).

· THE PROJECT SUPERINTENDENT SHALL SERVE AS THE ON-PROJECT COORDINATOR FOR THE

CONTRACTOR AND BE EQUIPPED WITH A RADIO CAPABLE OF COMMUNICATING WITH THE AIR

TRAFFIC CONTROL TOWER (ATCT) FOR THE PURPOSES OF RECEIVING INSTRUCTIONS AND

OBTAINING CLEARANCES AS NEEDED. THIS RADIO IS FOR THE PROJECT SUPERINTENDENT'S

EXCLUSIVE USE AND SHALL BE ON HIS PERSON AT ALL TIMES. CONTRACTOR SUPERINTENDENT

SHALL BE RESPONSIBLE FOR COMMUNICATING WITH THE ATCT IN THE EVENT THAT ACCESS TO

AIRCRAFT MOVEMENT AREAS BECOME NECESSARY AND TO RECEIVE SPECIAL INSTRUCTIONS

FROM THE ATCT IN THE CASE OF AN EMERGENCY. THE SUPERINTENDENT SHALL BE THE 24 HOUR

ON-CALL REPRESENTATIVE FOR EMERGENCY SITUATIONS. THE PROJECT SUPERINTENDENT SHALL

BE RESPONSIBLE FOR SECURING PERMISSION FROM THE ATCT FOR CONSTRUCTION VEHICLES TO

ENTER INTO AIRCRAFT MOVEMENT AREAS, WHEN NECESSARY, AND TO COMMUNICATE WITH THE

ATCT DURING THE CONSTRUCTION FOR THE PROJECT. CONTRACTOR SHALL NOT ACCESS

AIRCRAFT MOVEMENT AREA WITHOUT TOWER PERMISSION. GROUND CONTROL RADIO

FREQUENCY IS 118.425 MHZ. GROUND FREQUENCY TO BE USED FOR A MAJORITY OF THE

OPERATIONS.

· CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE MOVEMENT OF WORKERS AND

THE DELIVERY OF MATERIALS WITHIN METROPOLITAN TOPEKA AIRPORT AUTHORITY (MTAA)

PROPERTY, KANSAS AIR NATIONAL GUARD (KANG) PROPERTY, AND THE AIRPORT OPERATIONS

AREA (AOA).

· ALL CONTRACTOR PERSONNEL ENTERING KANG PROPERTY ARE REQUIRED TO BE UNDER THE

SUPERVISION OF KANG ESCORTS. THE SPECIFIC POINTS PAST WHICH THE CONTRACTOR WILL BE

REQUIRED TO BE UNDER KANG ESCORT SUPERVISION CAN BE FOUND ON SHEET G-104. THE

CONTRACTOR IS REQUIRED TO COORDINATE WITH KANG TO ENSURE THAT ESCORTS ARE

AVAILABLE AT ALL TIMES WORK IS TO BE PERFORMED.

· THE STANDARD HOURS OF OPERATION FOR KANG ARE MONDAY-FRIDAY, 7:00 AM - 4:00 PM, WITH

ONE "FLOATING" DAY OFF EVERY OTHER WEEK. WORK OUTSIDE REGULAR WORKING HOURS

REQUIRES CONTRACTING OFFICER APPROVAL. SUBMIT APPLICATION FOR WORK OUTSIDE

REGULAR HOURS 15 CALENDAR DAYS PRIOR TO SUCH WORK TO ALLOW ARRANGEMENTS TO BE

MADE BY THE GOVERNMENT FOR INSPECTING THE WORK IN PROGRESS.

· NIGHTTIME WORK MAY BE PERMITTED DURING THE WORK OPERATIONS OCCURRING ON THE

PROJECT SITE WITH THE PRIOR APPROVAL FROM THE CONTRACTING OFFICER. CONTRACTOR

SHALL PROVIDE A WRITTEN REQUEST TO THE CONTRACTING OFFICER 15 DAYS PRIOR TO THE

SCHEDULED NIGHTTIME WORK. THE PURPOSE OF THIS NOTIFICATION PERIOD IS TO ALLOW

NOTIFICATION / COORDINATION OF SUCH WORK WITH KANG (AND TOPEKA REGIONAL AIRPORT IF

WORK OCCURS WITHIN TSA'S) AND TO ALLOW THE CONTRACTING OFFICER REPRESENTATIVE

SUFFICIENT TIME TO ARRANGE FOR INSPECTION STAFFING DURING THE NIGHTTIME OPERATIONS.

· A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD A MINIMUM 2 WEEKS PRIOR TO THE START

OF WORK ON THE PROJECT. PRIOR TO THE PRE-CONSTRUCTION CONFERENCE, THE CONTRACTOR

SHALL SUBMIT AN ACCIDENT PREVENTION PLAN (APP). THE DETAILS OF THE APP, INCLUDING THE

LISTING OF ACTIVITY HAZARD ANALYSES (AHAs), WILL BE REVIEWED DURING THIS MEETING. IF

DEFICIENCIES IN THE APP ARE IDENTIFIED DURING THIS MEETING OR THE CONTRACTING OFFICER

REVIEW, THE APP MUST BE RE-SUBMITTED AND ACCEPTED BY THE CONTRACTING OFFICER

BEFORE WORK IS PERMITTED TO BEGIN.

· PROJECT PROGRESS MEETINGS WILL BE HELD DURING THE COURSE OF CONSTRUCTION. THOSE

REQUIRED TO ATTEND THE MEETING WILL INCLUDE THE CONTRACTING OFFICER, THE

CONTRACTING OFFICER REPRESENTATIVE, THE CONTRACTOR (MINIMUM OF THE PROJECT

SUPERINTENDENT) AND SUBCONTRACTORS WHO WILL BE PROVIDING WORK DURING THE PERIOD

OF TIME BETWEEN THE CURRENT MEETING AND THE NEXT PROJECT PROGRESS MEETING. THE

AIR TRAFFIC CONTROL TOWER (ATCT) CHIEF, SAFETY PERSONNEL, MAINTENANCE, SECURITY AND

FIRE FIGHTING TEAM MEMBERS WILL HAVE A STANDING INVITATION TO THESE MEETINGS AND

WILL ATTEND AS REQUIRED, OR IF THEY FEEL THEY HAVE A NEED TO BE PRESENT. MEETING WILL

BE GENERALLY HELD ON A WEEKLY BASIS, DEPENDING ON THE CRITICAL ITEMS OF WORK AND

MUTUAL AGREEMENT BETWEEN THE CONTRACTING OFFICER, THE CONTRACTING OFFICER

REPRESENTATIVE, AND THE CONTRACTOR. MEETING DATES AND TIMES WILL BE ESTABLISHED AT

THE PRE-CONSTRUCTION CONFERENCE. MEETING WILL BE HELD AT THE CONTRACTOR'S JOB

TRAILER OR AT A BASE LOCATION DESIGNATED BY CONTRACTING OFFICER.

· SURVEY CREWS AND OTHER PROJECT ENTITIES MAY BE REQUIRED TO BE ON THE PROJECT SITE

PRIOR TO THE CLOSURE OF A PARTICULAR WORK AREA, OR PERFORM WORK ITEMS OUTSIDE THE

CURRENT PHASE AREA. PRIOR TO THE PERFORMANCE OF THESE WORK ITEMS THE CONTRACTOR

SHOULD COORDINATE, AND RECEIVE APPROVAL, FOR THIS WORK FROM THE CONTRACTING

OFFICER.

· ARFF ACCESS TO THE RAMP AREAS WILL BE BY MEANS OF THE SERVICE ROAD ALONG THE

SOUTHWEST SIDE OF THE RAMP AREA AND TAXIWAY ALPHA. CONTRACTOR WILL BE REQUIRED TO

COORDINATE WITH ARFF PERSONNEL THROUGHOUT THE COURSE OF THE PROJECT WITH SPECIAL

COORDINATION BEING REQUIRED WHEN WORK IS BEING PERFORMED IN PHASES 5, 6, 8, 9, AND 10

DUE TO ACCESS ISSUES BEING MORE PERTINENT THROUGHOUT THESE PHASES.

· CONTRACTOR PERSONNEL SHALL ENSURE THE SERVICE ROAD IS OPEN TO TRAFFIC AT ALL TIMES.

IF THE SERVICE ROAD IS TO BE CLOSED TO TRAFFIC FOR ANY LENGTH OF TIME, THE CONTRACTOR

SHALL INFORM THE CONTRACTING OFFICER A MINIMUM OF ONE HOUR BEFORE THE OCCURRENCE.

PHASES 5 AND 6 REQUIRE WORK ON THE SERVICE ROAD - PRIOR TO THE START OF THESE PHASES

THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CONTRACTING OFFICER FOR

APPROVAL.

· CONTRACTOR MAY BE REQUIRED TO TEMPORARILY MOVE KANG EQUIPMENT/MATERIALS IN

ORDER TO ACCESS PROJECT AREAS, MOST NOTABLY NEAR CONTRACTOR STAGING AREA #1 AND

PHASE 7. CONTRACTOR SHOULD COORDINATE THE MOVEMENT OF THESE ITEMS WITH THE

CONTRACTING OFFICER.

· KANG AIRCRAFT WILL BE OPERATING AROUND THE PROJECT AREAS THROUGHOUT THE DURATION

OF CONSTRUCTION. THE CONTRACTOR AND KANG SHALL MAINTAIN CONSTANT COORDINATION

REGARDING THE MOVEMENT OF THESE AIRCRAFT. CONTROLLING JET BLAST IN AND AROUND THE

CONSTRUCTION AREAS IS A HIGH PRIORITY FOR KANG, AND IF PROBLEMS OCCUR DUE TO THIS

ISSUE THE CONTRACTOR SHOULD IMMEDIATELY COORDINATE WITH THE CONTRACTING OFFICER

TO FORMULATE A PLAN TO MITIGATE ANY FURTHER ISSUES.

· CONTRACTOR SHALL ADHERE TO PROJECT PROVISIONS SET FORTH IN THE MEMORANDUM OF

UNDERSTANDING (MOU) BETWEEN THE 190TH AIR REFUELING WING AND THE METROPOLITAN

TOPEKA AIRPORT AUTHORITY (MTAA).

AIRFIELD STATUS TABLE

OPERATIONAL

REQUIREMENTS NORMAL 1 1A 2 2A 3 3A 4 4A 5 5A 6 6A 7 7A 8 9 10

RWY 13-31 STATUS:

ACTIVE LENGTH:

OPEN

12,803 FEET

OPEN

12,803 FEET

OPEN

12,803 FEET

OPEN

12,803 FEET

OPEN

12,803 FEET

OPEN

12,803 FEET

OPEN

12,803 FEET

OPEN

12,803 FEET

OPEN

12,803 FEET

OPEN

12,803 FEET

OPEN

12,803 FEET

OPEN

12,803 FEET

OPEN

12,803 FEET

OPEN

12,803 FEET

OPEN

12,803 FEET

OPEN

12,803 FEET

OPEN

12,803 FEET

OPEN

12,803 FEET

RWY 3-21 STATUS:

ACTIVE LENGTH:

OPEN

7,001 FEET

OPEN

7,001 FEET

OPEN

7,001 FEET

OPEN

7,001 FEET

OPEN

7,001 FEET

OPEN

7,001 FEET

OPEN

7,001 FEET

OPEN

7,001 FEET

OPEN

7,001 FEET

OPEN

7,001 FEET

OPEN

7,001 FEET

OPEN

7,001 FEET

OPEN

7,001 FEET

OPEN

7,001 FEET

OPEN

7,001 FEET

OPEN

7,001 FEET

OPEN

7,001 FEET

OPEN

7,001 FEET

RUNWAY 13 NAVAIDS: PAPI, MALSF OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN

RUNWAY 31 NAVAIDS: PAPI, MALSR OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN

RUNWAY 3 NAVAIDS: VASI OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN

RUNWAY 21 NAVAIDS: VASI OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN

TAXIWAY ALPHA: OPEN OPEN

OPEN: FROM 290'

SOUTH OF HOLDING

BAY TO THE SOUTH

CLOSED: AT RWY 13

APPROACH

OPEN

OPEN: AT RWY 13

APPROACH & FROM

775' SOUTH OF

HOLDING BAY

CLOSED: FROM 290'

TO 775' SOUTH OF

HOLD BAY

OPEN

OPEN: AT RWY 13

APPROACH & FROM

1,130' SOUTH OF

HOLDING BAY

CLOSED: FROM 775'

TO 1,130' SOUTH OF

HOLD BAY

OPEN

OPEN: AT RWY 13

APPROACH & FROM

1,520' SOUTH OF

HOLDING BAY

CLOSED: FROM 1,130'

TO 1,520' SOUTH OF

HOLD BAY

OPEN

OPEN: AT RWY 13

APPROACH & FROM

1,620' SOUTH OF

HOLDING BAY

CLOSED: FROM 1,520'

TO 1,620' SOUTH OF

HOLD BAY

OPEN

OPEN: AT RWY 13

APPROACH & FROM

1,720' SOUTH OF

HOLDING BAY

CLOSED: FROM 1,620'

TO 1,720' SOUTH OF

HOLD BAY

OPEN

OPEN: AT RWY 13

APPROACH & FROM

2,750' SOUTH OF

HOLDING BAY

CLOSED: FROM 1,720'

SOUTH OF HOLD BAY

TO 2,750' SOUTH OF

HOLD BAY

OPEN OPEN OPEN

TAXIWAY BRAVO-WEST: OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN

TAXIWAY BRAVO-EAST: OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN

TAXIWAY CHARLIE: OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN

TAXIWAY DELTA: OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

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V I E

W E

D

B

Y

D A

T E

D E

S C

R I P

T I O

N D

A T

E

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V

DRAWING

NUMBER:

A

2 5 7 9

N O

C b m s w s p p b u s p w w s p c h r i s t o p h e r u n z i c k e r d m s

S P

P

N o t e s d o t t e d

F r i d a y

J u l y

A

M b y

U n z i c k e r

C h r i s t o p h e r

D

R E

P A

R

C R

A F

T

P

A R

K I N

G

R

A M

P

F O

R B

E

L D

T O

P E

K A

K

S

K A

N S

T

I O

N A

L

G

U A

R D

T

H

A

R

W

F O

R B

E

L D

T O

P E

K A

K

S

P R

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G U

Q E

C O

N T

R A

W

L

D

SHEET OF

B

C

D

E

F

G

3 4 6 8 10

T

O W

N

A

U

N T

O R

A N

G E

C

A L

I F

O R

N

W W

W A

E C

O M

C

O M

B

B

M I T

T A

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JOSEP

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Ju ly

, 2

G-102

S

O T

2. PHASING

· SEE SHEETS G-201 TO G-210 FOR DETAILED PHASING OF THIS PROJECT.

· THIS PROJECT CONTAINS PHASES AND SUB-PHASES. THE SUB-PHASES REFER TO THE AREAS

WITHIN EACH PHASE THAT FALL WITHIN THE TAXIWAY OBJECT FREE AREA (TOFA) OF TAXIWAY

ALPHA. THE SUB-PHASES REQUIRE THE SHUTDOWN OF TAXIWAY ALPHA AND THEREFOR HAVE

CALENDAR DAY LIMITATIONS FOR THE DURATION OF THAT CLOSURE. PHASES AND THEIR

ASSOCIATED SUB-PHASES CAN BE SHUTDOWN SIMULTANEOUSLY, BUT THE CONTRACTOR MUST

STILL ADHERE TO THE CALENDAR LIMITATIONS FOR THE SUB-PHASES

· EACH PHASE/SUB-PHASE SEQUENCE AND ALL TAXIWAY/TAXILANE CLOSURES SHALL BE

COORDINATED WITH THE CONTRACTING OFFICER.

· LOW PROFILE BARRICADES, PER DETAILS ON SHEET G-501, SHALL BE ERECTED AROUND THE

CURRENT WORK AREA TO CONTROL CONSTRUCTION TRAFFIC AND TO DELINEATE THE WORK

AREA TO CONSTRUCTION PERSONNEL. THEY SHALL ALSO BE ERECTED AROUND THE

CONTRACTOR STAGING AND STORAGE AREAS DURING THE PHASES IN WHICH THEY ARE IN USE.

30' OPENINGS WILL BE ALLOWED FOR ENTRY AND EXIT TRAFFIC. THESE OPENINGS SHALL BE

CLOSED AT THE END OF THE WORK DAY.

· NO MORE THAN ONE PHASE SHALL BE CLOSED AT A TIME FOR CONSTRUCTION, UNLESS

OTHERWISE INDICATED WITHIN THE PLANS OR APPROVED BY THE CONTRACTING OFFICER.

· CONCRETE PAVEMENT SHALL GAIN A MINIMUM 650 PSI FLEXURAL STRENGTH PRIOR TO OPENING

THE AREA TO AIRCRAFT TRAFFIC AND 550 PSI FLEXURAL STRENGTH FOR ALL OTHER TRAFFIC.

· CALENDAR DAY LIMITATIONS FOR THE SUB-PHASES AND THE OVERALL PROJECT LENGTH ARE

LISTED BELOW. INDIVIDUAL PHASES DO NOT HAVE CALENDAR DAY LIMITATIONS, ONLY

SUB-PHASES REQUIRING THE SHUTDOWN OF TAXIWAY ALPHA ARE LIMITED IN ORDER TO PREVENT

THE SHUTDOWN OF TAXIWAY ALPHA FOR AN EXTENDED DURATION. IT IS EXPECTED THAT THE

CONTRACTOR WILL COMPLETE EACH PHASE IN A REASONABLE PERIOD OF TIME AND COMPLETE

THE PROJECT WITHIN THE OVERALL CALENDAR DAYS PROVIDED, BARRING ANY UNFORSEEN

CIRCUMSTANCES WHICH WOULD EXTEND THE PROJECT DURATION.

OVERALL PROJECT LENGTH = 270 CALENDAR DAYS

- SUB-PHASE 1A = 14 CALENDAR DAYS

- SUB-PHASE 2A = 12 CALENDAR DAYS

- SUB-PHASE 3A = 14 CALENDAR DAYS

- SUB-PHASE 4A = 12 CALENDAR DAYS

- SUB-PHASE 5A = 10 CALENDAR DAYS

- SUB-PHASE 6A = 10 CALENDAR DAYS

- SUB-PHASE 7A = 14 CALENDAR DAYS

· CALENDAR DAYS ALLOWED FOR SUB-PHASES MUST BE DONE CONTINUOUSLY. THE CONTRACTOR

WILL NOT BE ALLOWED TO INTERMITTENTLY WORK IN SUB-PHASES UNTIL REACHING THE

CALENDAR DAY LIMITATIONS.

· PHASE/SUB-PHASE 7/7A WORK CAN BE DONE CONCURRENTLY WITH PHASES 8, 9, OR 10. ONLY ONE

OF THESE PHASES MAY BE SHUT DOWN AT A TIME, IN ADDITION TO PHASE/SUB-PHASE 7/7A.

· BEFORE OPENING AN AREA TO AIRCRAFT OPERATIONS, THAT PHASE MUST BE TOTALLY

COMPLETE. COMPLETE IS DEFINED AS:

- ALL CONSTRUCTION, AS OUTLINED IN THE PLANS, HAS BEEN COMPLETED (EXCEPT

PERMANENT PAVEMENT MARKINGS)

- ALL PAVEMENTS HAVE REACHED THE REQUIRED STRENGTHS FOR AIRCRAFT TRAFFIC AS

OUTLINED IN THE SPECIFICATIONS

- INITIAL INSPECTION OF WORK BY THE CONTRACTOR AND CONTRACTING OFFICER HAS BEEN

PERFORMED

- ANY PUNCH-LIST ITEMS FOUND DURING THE INITIAL INSPECTION ARE COMPLETE.

- FINAL INSPECTION IS PERFORMED BY THE CONTRACTOR AND CONTRACTING OFFICER.

- FOD CHECK IS PERFORMED BY THE CONTRACTOR AND CONTRACTING OFFICER.

- APPROVAL IS GIVEN TO OPEN AREA TO AIRCRAFT TRAFFIC BY THE CONTRACTING OFFICER

3. AREAS AND OPERATIONS AFFECTED BY THE CONSTRUCTION ACTIVITY.

· ALL HIGH PROFILE EQUIPMENT, SUCH AS CRANES, WILL BE LOWERED WHEN NOT IN USE. ALL

EQUIPMENT ON THE PROJECT SITE SHALL BE EQUIPPED WITH AN ORANGE/WHITE FLAG OR

YELLOW STROBE/BEACON. BEACONS SHALL BE OPERATIONAL WHENEVER EQUIPMENT IS ON THE

PROJECT SITE. EQUIPMENT USED DURING NIGHT TIME OPERATIONS SHALL BE EQUIPPED WITH A

BEACON.

· ALL BARRICADES OUTLINED IN THE CONSTRUCTION PLANS SHALL BE LOW-PROFILE BARRICADES

MATCHING THE DETAIL ON SHEET G-501. ANY VARIATION FROM THIS BARRICADE TYPE MUST BE

SUBMITTED TO AND APPROVED BY THE CONTRACTING OFFICER.

· CONTRACTOR SHALL MAINTAIN CONTROL OF EQUIPMENT AND PERSONNEL AND PREVENT

MOVEMENT OUTSIDE OF THE PROJECT LIMITS AND/OR THROUGH ACTIVE AIRCRAFT OPERATION

AREAS. ACTIVE AIRCRAFT OPERATION AREAS INCLUDE TAXIWAYS AND RUNWAYS NOT CLOSED

DUE TO THE PROJECT REQUIREMENTS. FOR EXAMPLE, WHILE AIRCRAFT MAY BE MOVING ALONG

OPEN TAXIWAYS, CONTRACTOR'S PERSONNEL WILL NOT BE PERMITTED TO ACCESS THESE OPEN

TAXIWAYS WITHOUT SECURING PERMISSION FROM THE ATCT. CONTRACTOR EQUIPMENT,

VEHICLES, AND PERSONNEL SHALL YIELD TO ALL AIRCRAFT MOVEMENT AND EMERGENCY

EQUIPMENT. CONTRACTOR'S EQUIPMENT SHALL BE REMOVED FROM TAXIWAY OBJECT FREE AREA

(TOFA) WHEN NOT IN USE.

4. PROJECT SITE ACCESS

· ACCESS TO THE SITE WILL BE VIA TWO PROJECT GATES. NO OTHER ACCESS POINTS ARE

PERMITTED WITHOUT THE WRITTEN APPROVAL FROM THE CONTRACTING OFFICER.

- ACCESS GATE #1 - SE ADAMS STREET

- ACCESS GATE #2 - SE FORBES AVENEUE

· ACCESS GATE #1 REQUIRES THE CONSTRUCTION OF A TEMPORARY GATE AND FENCING AND THE

REPLACEMENT OF THE FENCING AT THE COMPLETION OF THE PROJECT. THE CONTRACTORS PLAN

AND ITEMS TO BE USED FOR THIS CONSTRUCTION MUST BE SUBMITTED AND APPROVED BY THE

CONTRACTING OFFICER AND MTAA PRIOR TO THE BEGINNING OF THE WORK.

· HAUL ROUTES FROM THE ACCESS GATES SHALL BE ADEQUATELY DELINEATED WITH TRAFFIC

CHANNELIZERS, CONES, AND/OR BARRICADES TO MARK TRAVEL ROUTES FOR CONSTRUCTION

AND DELIVERY VEHICLES AND TO PREVENT VEHICLES FROM STRAYING FROM DESIGNATED

TRAVEL ROUTES. SIMILARLY, PATHWAYS FROM THE APPROPRIATE STAGING AREAS TO THE

CURRENT WORK AREA SHALL BE ADEQUATELY DELINEATED IN THE SAME MANNER. MAXIMUM

PATHWAY WIDTH IS 30' AND ALL TRAFFIC CONTROL MEASURES SHOULD BE PLACED AS SUCH TO

ALLOW AIRPORT RESCUE AND FIREFIGHTING VEHICLES (ARFF) TO TRAVEL THROUGH THE AREA.

· SPEED LIMIT ON ACCESS WAYS, HAUL ROUTES, ACTIVE APRONS AND TAXIWAYS IS 20 MPH UNLESS

OTHERWISE POSTED.

· ALL CONTRACTOR, SUB-CONTRACTOR, SUPPLIER AND OTHER PROJECT PERSONNEL NEEDING TO

ACCESS THE PROJECT SITE WITHIN THE KANG PROPERTY LIMITS MUST FIRST BE AUTHORIZED TO

DO SO BY THE AIR NATIONAL GUARD VIA THE DBIDS BADGING PROCESS. THIS PROCESS INCLUDES

FILLING OUT INDIVIDUAL APPLICATIONS FOR EACH PERSON AND SUBMITTING THE FORM TO KANG

FOR REVIEW. THIS REVIEW INCLUDES A BACKGROUND CHECK. UPON APPROVAL, EACH PERSON

WILL BE REQUIRED TO GO TO KANG AND RETRIEVE THEIR INDIVIDUAL PHOTO ID BADGES. THIS

PROCESS SHOULD BE INITIATED AS SOON AS POSSIBLE SO THE LEAD TIME DOES NOT AFFECT THE

PROJECT SCHEDULE.

· CONTRACTOR WILL PROVIDE APPROVED GUARD(S) AT ACCESS GATES TO CONTROL THE ENTRY

OF APPROVED PERSONNEL ONTO THE PROJECT SITE DURING THE PROJECT WORK. ACCESS

GUARDS SHALL BE REQUIRED TO ATTEND A SECURITY TRAINING SESSION(S) PROVIDED BY KANG

AND HAVE A RADIO OR CELLULAR TELEPHONE CAPABLE OF COMMUNICATING WITH THE PROJECT

SUPERINTENDENT. SCHEDULING FOR THE TRAINING SESSIONS SHALL BE COORDINATED WITH

KANG.

· GUARDS SHALL NOTIFY THE PROJECT SUPERINTENDENT IMMEDIATELY OF UNUSUAL

CIRCUMSTANCES OR UNAUTHORIZED ENTRIES THROUGH THE GATE.

· CONTRACTOR SHALL PROVIDE BACKGROUND INFORMATION AND EXPERIENCE LEVEL OF GATE

GUARDS USED ON THE PROJECT FOR REVIEW AND APPROVAL BY TOPEKA REGIONAL AIRPORT

OPERATIONS STAFF.

· CONTRACTOR'S PERSONNEL WILL NOT BE ALLOWED TO DRIVE PRIVATELY OWNED

VEHICLES (POV) ON KANG BASE PROPERTY NOR PARK PERSONAL VEHICLES IN THE STAGING

AREAS. IT IS RECOMMENDED THAT THE CONTRACTOR HAVE PERSONNEL “CARPOOL” USING

CONTRACTOR VEHICLES OR CONTRACTOR TRANSPORTATION VEHICLES TO TRANSPORT

CONSTRUCTION PERSONNEL ONTO THE KANG BASE PROPERTY. CONTRACTOR SHALL BE

RESPONSIBLE FOR LOCATING AND SECURING THE USE OF AN OFF-BASE CARPOOL AREA AND FOR

PROVIDING TRANSPORT OF WORKERS ONTO THE PROJECT SITE. ALL VEHICLES ENTERING ONTO

THE PROJECT SITE MUST BE OWNED BY AUTHORIZED CONTRACTOR OR SUBCONTRACTOR

PERSONNEL AND HAVE THE NAME OF THE COMPANY CLEARLY SIGNIFIED ON THE VEHICLE

· CONTRACTOR SHALL COORDINATE SECURITY ARRANGEMENTS WITH KANG DURING THE COURSE

OF THE PROJECT. CONTRACTOR SHALL MEET THE SECURITY REQUIREMENTS ESTABLISHED BY

KANG AND THE METROPOLITAN TOPEKA AIRPORT AUTHORITY, AND SHALL BE RESPONSIBLE FOR

ENSURING THAT CONTRACTOR'S PERSONNEL AND SUBCONTRACTOR'S PERSONNEL ADHERE TO

SUCH REQUIREMENTS.

· CONSTRUCTION TRAFFIC WILL BE LIMITED TO THE PATHWAYS AS INDICATED ON THE PLANS, UNLESS OTHERWISE APPROVED BY THE CONTRACTING OFFICER

· BATCH PLANT WILL NOT BE LOCATED ON THE PROJECT SITE, THE BASE FACILITIES OR THE

AIRPORT PROPERTY. CONTRACTOR MAY NEGOTIATE WITH ADJACENT PROPERTY OWNERS FOR

BATCH PLANT LOCATIONS. ADDITIONAL STAGING AREAS #1-#2 MAY BE USED FOR STORAGE OF

MATERIALS AND EQUIPMENT AS NECESSARY.

· CONTRACTOR STAGING AREA & CONTRACTOR STOCKPILE AREA #1 SHALL BE USED FOR PROJECT

PHASES 1, 2, 3, 4, & 5 ALONG WITH ALL SUB-PHASES INCORPORATED INTO THOSE PHASES.

· CONTRACTOR STAGING AREA & CONTRACTOR STOCKPILE AREA #2 SHALL BE USED FOR PROJECT

PHASES 6, 7, 8, 9, & 10.

· CONTRACTOR STAGING AREA AND CONTRACTOR STOCKPILE AREA #2 CAN ALSO BE USED AS

AREAS FOR DELIVERIES TO BE MADE TO THE SITE BY CONTRACTOR, SUB-CONTRACTOR, OR

OTHER PROJECT PERSONNEL WHO ARE NOT AUTHORIZED FOR WORK THROUGH KANG (PERSONS

WHO HAVE NOT BEEN BADGED). THOSE UN-AUTHORIZED PERSONNEL WILL NOT BE ALLOWED TO

ACCESS ANY OTHER PART OF THE JOB-SITE. IF THE CONTRACTOR IS WORKING IN A PHASE THAT IS

NOT CURRENTLY USING STAGING AND STOCKPILE AREAS #2, THE CONTRACTOR MUST

COORDINATE WITH KANG PERSONNEL TO RETRIEVE MATERIALS AND EQUIPMENT THAT WERE

DELIVERED TO THOSE AREAS IN ORDER TO PREVENT CONTRACTOR TRAFFIC FROM IMPEDING

UPON AIR TRAFFIC THAT MAY BE USING THE OPEN AREAS OF THE RAMP.

· CONTRACTOR WILL HAVE ACCESS TO WATER THROUGH THE FIRE HYDRANTS SHOWN ON THE

PHASING SHEETS. SEE SPECIFICATIONS FOR HOW PAYMENT WILL OCCUR WHEN USING WATER

FROM THE FIRE HYDRANTS.

· CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING OWN ELECTRICITY. THERE IS NO ACCESS

TO ELECTRICITY AVAILABLE ON THE PROJECT SITE.

5. SITE MANAGEMENT

WILDLIFE

· ALTHOUGH THE RESPONSIBILITY OF WILDLIFE MANAGEMENT AND ANY NECESSARY REMOVAL FOR

THE AIRPORT RESIDES WITH TOPEKA REGIONAL AIRPORT, THE CONTRACTOR SHALL CONTACT

AIRPORT OPERATIONS IMMEDIATELY IN THE EVENT THAT WILDLIFE IS OBSERVED.

TRASH

· THE CONTRACTOR WILL OBSERVE STRICT ADHERENCE TO SITE CLEANLINESS. DAILY END OF DAY

AS WELL AS PERIODIC THROUGHOUT THE DAY VISUAL INSPECTIONS WILL BE PERFORMED BY THE

CONTRACTOR AND AIRPORT TO ENSURE SITE TRASH IS PICKED UP TO PREVENT FROM BEING

BLOWN AROUND THE AIRFIELD. TRASH IS CONSIDERED A HAZARD IN THAT IT MAY BECOME

WINDBLOWN AND BECOME FOREIGN OBJECT DEBRIS (FOD); OR IT MAY ATTRACT UNWANTED

WILDLIFE WHICH MAY PRESENT SERIOUS HAZARDS TO AIRCRAFT IN THE AOA. CONTRACTOR

SHALL BE RESPONSIBLE FOR PICKING UP ALL OBSERVED FOD REGARDLESS OF THE SOURCE OF

THE FOD.

STANDING WATER

· THE CONTRACTOR WILL BE REQUIRED TO USE TEMPORARY PUMPS, AS NEEDED TO PROVIDE

DRAINAGE TO ANY EXCAVATION AREAS IN ORDER TO PROTECT EXPOSED BASE OR SUBGRADE

MATERIALS FROM OVER-SATURATION AND WEAKENING. THE CONTRACTOR WILL BE REQUIRED TO

SPRAY WORK AREAS FREQUENTLY THROUGHOUT THE PROJECT TO KEEP DOWN DUST AND

WINDBLOWN IRRITANTS FROM THE WORK SITE ONTO THE AIRFIELD, OUT OF THE AOA, OR OFF

AIRPORT-PROPERTY. WATER SPRAYED FOR DUST CONTROL MAY ACCUMULATE AND MUST BE

MANAGED. THE CONTRACTOR MAY EMPLOY THE USE OF TEMPORARY DITCHES IN EXCAVATION

AREAS TO ALLOW POSITIVE DRAINAGE AND MINIMIZE STANDING WATER. STANDING WATER IS

CONSIDERED A HAZARD IN THAT IT MAY ATTRACT UNWANTED WILDLIFE WHICH MAY PRESENT

SERIOUS HAZARDS TO AIRCRAFT ON THE RAMP OR IN THE AIRCRAFT OPERATIONS AREA (AOA).

TALL GRASS AND SEEDS

· THE KANG FACILITY IS REGULARLY MAINTAINED FOR VEGETATION (MOWING, WEED REMOVAL, ETC.). THESE MAINTENANCE ITEMS ARE REGULARLY SCHEDULED AND KANG WILL CONTINUE

THEM INDEFINITELY. PROJECT WILL DISTURB SOME AREAS USUALLY MOWED BY THE KANG.

CONTRACTOR SHALL MOW ALL THE AREAS IMMEDIATELY ADJACENT TO THE WORK ZONES AT A

WIDTH OF 30 FEET FROM DISTURBED AREA. NO DIRECT PAYMENT SHALL BE MADE FOR THIS

MOWING AND THIS WORK SHALL BE CONSIDERED SUBSIDIARY TO THE BID ITEM "MOBILIZATION".

FENCING AND GATES

· THE CONTRACTOR WILL BE REQUIRED TO MAINTAIN IN GOOD WORKING ORDER ANY GATE WHICH

IS USED FOR SITE ACCESS. ADDITIONALLY, THE CONTRACTOR WILL BE REQUIRED TO STRICTLY

FOLLOW AIRPORT SECURITY PROTOCOLS FOR KEEPING THE AIRFIELD SECURE AT ALL TIMES AS

WELL AS FOR ENTERING/EXITING THE AOA.

DISRUPTION OF EXISTING WILDLIFE HABITAT

· BECAUSE THE PROJECT AREA IS AN ACTIVE AREA OF THE AOA, NO KNOWN HABITAT DISRUPTION

SHOULD OCCUR AND NO KNOWN ISSUES ARE ANTICIPATED. IF A QUESTION REGARDING THIS

ISSUE ARISES DURING THE COURSE OF CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE

CONTRACTING OFFICER AND GET APPROVAL TO CONTINUE WORK BEFORE BEGINNING BEGINNING

CONSTRUCTION IN THE AREA.

FOREIGN OBJECT DEBRIS (FOD) MANAGEMENT

· A MINIMUM OF ONE SWEEPER SHALL BE ON-SITE AND OPERATIONAL AT ALL TIMES. THIS SWEEPER

SHALL BE DEDICATED FOR THE EXCLUSIVE USE OF CLEANING AND REMOVING FOD FROM THE

RAMP, TAXIWAY, AND TAXILANE AREAS. THE BROOM SHALL NOT BE COMPRISED OF STEEL

BRISTLES.

· CONTRACTOR SHALL BE RESPONSIBLE FOR IMMEDIATELY CLEANING UP ANY FOD GENERATED

FROM CONSTRUCTION ACTIVITIES WITHIN AIRCRAFT MOVEMENT AREAS AND MAINTAINING

EFFECTIVE CONTROL OF FOD AT ALL TIMES THROUGHOUT ALL AREAS OF OPERATIONS.

· PRIOR TO OPENING TAXIWAYS AND RAMP AREAS TO AIRCRAFT A FOD CHECK SHALL BE

PERFORMED BY CONTRACTOR PERSONNEL AND THE CONTRACTING OFFICER. PROJECT AREAS

SHALL NOT BE OPENED TO AIRCRAFT TRAFFIC BEFORE PERFORMING THE FINAL FOD CHECK.

· PILES OF RUBBLE AND/OR SUPPLIES ARE NOT PERMITTED ALONG ANY AREAS OPEN TO AIRCRAFT.

ANY PILE GENERATED IN THESE AREAS SHALL BE CLEANED UP AND HAULED AWAY BEFORE THE

END OF THE WORK DAY. ANY OPEN TRENCHES OR EXCAVATION ALONG AREAS OPEN TO

AIRCRAFT SHALL BE BACKFILLED OR SECURELY COVERED AS SOON AS POSSIBLE AND NOT LEFT

OPEN DURING NON-WORK HOURS. AIRCRAFT OPERATIONS WILL NOT BE ALLOWED ON A TAXIWAY

WHERE OPEN TRENCHES OR EXCAVATIONS OCCUR WITHIN THE TOFA.

· THE CONTRACTOR IS REQUIRED TO CONTROL DUST AND DEBRIS THAT RESULTS FROM HIS

OPERATIONS. WASTE AND LOOSE MATERIALS SHALL NOT BE PLACED IN ACTIVE MOVEMENT

AREAS. MATERIALS TRACKED ONTO THESE AREAS MUST BE REMOVED CONTINUALLY DURING THE

COURSE OF THE PROJECT.

· FOD CHECKS (AS OUTLINED IN THE PHASING PLANS) ARE TO BE PERFORMED BEFORE LEAVING

STAGING AREAS AND PHASE AREAS. THIS CHECK SHALL INCLUDE INSPECTION OF VEHICLES AND

EQUIPMENT FOR POTENTIAL FOD AND THE REMOVAL OF SUCH MATERIALS TO PREVENT FOD

DEBRIS FROM BEING INTRODUCED INTO AREAS OPEN TO AIRCRAFT TRAFFIC.

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

R E

V I E

W E

D

B

Y

D A

T E

D E

S C

R I P

T I O

N D

A T

E

R E

V

DRAWING

NUMBER:

A

2 5 7 9

N O

C b m s w s p p b u s p w w s p c h r i s t o p h e r u n z i c k e r d m s

S P

P

N o t e s d o t t e d

W e d n e s d a y

J u l y

A

M b y

U n z i c k e r

C h r i s t o p h e r

D

R E

P A

R

C R

A F

T

P

A R

K I N

G

R

A M

P

F O

R B

E

L D

T O

P E

K A

K

S

K A

N S

T

I O

N A

L

G

U A

R D

T

H

A

R

W

F O

R B

E

L D

T O

P E

K A

K

S

P R

O J E

G U

Q E

C O

N T

R A

W

L

D

SHEET OF

B

C

D

E

F

G

3 4 6 8 10

T

O W

N

A

U

N T

O R

A N

G E

C

A L

I F

O R

N

W W

W A

E C

O M

C

O M

B

B

M I T

T A

L

PRO

FE

SS

IO

N

AL

E

NG

IN

EER

JOSEP

H

RO

GE

R

FRE

UND

Ju ly

, 2

G-103

S

O T

5. SITE MANAGEMENT (CONTINUED)

HAZARDOUS MATERIALS (HAZMAT) MANAGEMENT

· ALTHOUGH HAZARDOUS MATERIALS ARE NOT ANTICIPATED ON THIS PROJECT, THE CONTRACTOR

WILL BE REQUIRED TO FOLLOW THE SAFETY PROVISIONS OUTLINED IN THE CONTRACT

DOCUMENTS FOR CIRCUMSTANCES WHICH MAY OCCUR ON THIS PROJECT. ALL LUBRICATING

LIQUIDS AND SOLIDS (OILS AND GREASES) SHALL BE SECURED AND CONTAINED IN DRY AREAS

UNTIL USED BY TRAINED PERSONNEL OR MECHANICS. ALL WASTE MATERIAL SHALL BE PROPERLY

DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE ENVIRONMENTAL LAWS AND ACCORDING TO

MANUFACTURER'S DIRECTIONS. CONSTRUCTION FUEL SHALL NOT BE STORED AT THE SITE.

6. NOTIFICATION OF CONSTRUCTION ACTIVITIES

· APPROPRIATE NOTICES TO AIRMEN (NOTAMS) MUST BE ISSUED PRIOR TO COMMENCING WORK

ACTIVITIES IN THE VICINITY OF AIRCRAFT OPERATION AREAS. CONTRACTOR SHALL COORDINATE

WORK ACTIVITIES AND PROJECT SCHEDULE WITH THE METROPOLITAN TOPEKA AIRPORT

AUTHORITY (MTAA) AT LEAST TWO WEEKS PRIOR TO EACH CHANGE IN CONSTRUCTION PHASING.

MTAA SHALL COORDINATE ISSUANCE OF NOTAMS BASED UPON INFORMATION SUPPLIED BY THE

CONTRACTOR. MTAA SHALL ISSUE NOTAMS AND CONFIRM THAT NOTAMS HAVE BEEN PUBLISHED.

PRIOR TO MOVING INTO AIRCRAFT MOVEMENT AREAS TO ERECT TRAFFIC CONTROL,

CONFIRMATION OF ISSUANCE OF NOTAMS WITH AIR TRAFFIC CONTROL TOWER SHALL BE MADE

WHILE SECURING PERMISSION TO ENTER AIRCRAFT MOVEMENT AREAS.

EMERGENCY NOTIFICATION PROCEDURES

· THE SUPERINTENDENT SHALL BE THE 24 HOUR ON-CALL REPRESENTATIVE FOR EMERGENCY

SITUATIONS.

· 24 HOUR EMERGENCY CONTACTS FOR POLICE, FIRE, MEDICAL RESPONSE, AND KEY PROJECT

PERSONNEL ARE LISTED BELOW.

· THE CONTRACTOR WILL PROVIDE A SUBMITTAL INCLUDING A LIST OF CONTACT PERSONNEL FOR

THE CONTRACTOR AND SUBCONTRACTORS, INCLUDING ADDRESSES AND TELEPHONE NUMBERS

FOR USE IN THE EVENT OF AN EMERGENCY. AS CHANGES OCCUR AND ADDITIONAL INFORMATION

BECOMES AVAILABLE, CONTRACTOR SHALL CORRECT AND CHANGE THE PREVIOUS LISTS.

7. INSPECTION REQUIREMENTS

DAILY INSPECTIONS

· THE CONTRACTOR IS RESPONSIBLE FOR QUALITY CONTROL INSPECTION OF HIS/HER OWN WORK, AS WELL AS FOR ALL SAFETY REQUIREMENTS FOR THE PROJECT. THE CONTRACTOR IS REQUIRED

TO ADHERE TO THE CONTRACT DOCUMENTS, WHICH INCLUDE ALL SAFETY REQUIREMENTS OF

THIS SAFETY AND PHASING PLAN. INSPECTIONS OF THE WORK ZONE CONES/BARRICADES,

STOCKPILE AREAS, EQUIPMENT, EROSION/SEDIMENT CONTROL DEVICES AND ADJACENT

SURFACES SHALL OCCUR ON A DAILY BASIS TO ENSURE ALL CONDITIONS MEET THE

REQUIREMENTS SPECIFIED WITHIN THIS SAFETY & PHASING PLAN AND THE CONTRACT

DOCUMENTS. THE CONTRACTOR WILL ALSO BE RESPONSIBLE FOR ANY INSPECTIONS OF

MOVEMENT AREAS PRIOR TO THE AREA BEING OPENED FOR ANY AIRCRAFT. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO ADDRESS CONSTRUCTION SAFETY ISSUES ADJACENT OR

INCIDENTAL TO THE PROJECT, EVEN IF THEY ARE NOT DIRECTLY RELATED TO THIS PROJECT.

FINAL INSPECTIONS

· ANY DAMAGE ALONG THE HAUL ROUTES SHALL BE REPAIRED BY THE CONTRACTOR PRIOR TO THE

COMPLETION OF THE PHASE FOR WHICH THE ROUTE IS USED. ALL HAUL ROUTES AND WORK

AREAS SHALL BE INSPECTED BY CONTRACTOR AND THE CONTRACTING OFFICER PRIOR TO ANY

PAVEMENT SECTION BEING RE-OPENED TO AIRCRAFT. THE MTAA WILL ALSO HAVE A STANDING

INVITATION TO THESE INSPECTIONS. THE CONTRACTOR SHALL PERFORM A FINAL INSPECTION OF

ALL HAUL ROUTES NEAR THE COMPLETION OF PROJECT WITH ANY DEFECTS BEING REPAIRED TO

AS GOOD OR BETTER THAN EXISTING CONDITION BEING A CONDITION FOR SUBSTANTIAL

COMPLETION OF THE PROJECT.

8. UNDERGROUND UTILITIES

· PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL WALK THE JOB SITE WITH KANG PERSONNEL

AND THE CONTRACTING OFFICER TO IDENTIFY ANY EXISTING UNDERGROUND UTILITIES, CABLES

AND WIRES.

· THE CONTRACTOR SHALL VERIFY, IDENTIFY, LOCATE, MARK OUT & PROTECT THE ACTUAL

LOCATIONS OF UTILITIES PRIOR TO ANY EXCAVATION. WHEN AT ALL FEASIBLE, THE CONTRACTOR

WILL MARK EXISTING UTILITIES IN THE PROJECT AREA.

· THE CONTRACTOR SHALL COORDINATE WITH ALL APPROPRIATE AGENCIES.

· THE CONTRACTOR SHALL HAND-DIG WHEN WITHIN 3 FEET OF ANY KNOWN OR SUSPECTED UTILITY.

· THE CONTRACTOR SHALL PROTECT ALL UNDERGROUND UTILITIES DURING THE DURATION OF THE

PROJECT.

9. PENALTIES

· IN THE EVENT AN EMPLOYEE OF THE CONTRACTOR VIOLATES A SAFETY PROVISION, THEY SHALL

BE PROHIBITED FROM RETURNING TO WORK ON THE PROJECT WITHOUT REMEDIAL SAFETY

TRAINING AND THE APPROVAL OF THE CONTRACTING OFFICER AND MTAA. VIOLATIONS MAY BE

DEEMED AS JUST AND SUFFICIENT CAUSE TO REQUIRE THE EMPLOYEE BE PERMANENTLY

REMOVED FROM THE JOB SITE AT THE DISCRETION OF THE THE CONTRACTING OFFICER AND

MTAA. SHOULD VIOLATIONS BY CONTRACTOR PERSONNEL BE SUBJECT TO FINES AS ASSESSED

BY THE FEDERAL AVIATION ADMINISTRATION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE

PAYMENT OF SAID FINES AND THE REMOVAL OF THE EMPLOYEE RESPONSIBLE FOR THE

VIOLATION FROM THE PROJECT SITE PERMANENTLY. FURTHER, FOR THE CONTRACTOR'S

VIOLATION OF THE SECURITY IDENTIFICATION DISPLAY AREA (SIDA), THE CONTRACTOR SHALL BE

RESPONSIBLE FOR ALL PENALTIES ISSUED BY THE TRANSPORTATION SECURITY ADMINISTRATION.

· THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS AND DELAYS CAUSED BY A SAFETY

VIOLATION(S). CONSTRUCTION PERSONNEL DRIVING ERRATICALLY ON THE AIRPORT, EXCEEDING

THE 20 MPH SPEED LIMIT, OR VIOLATING ANY OTHER AIRPORT DRIVING RULE OR SAFETY

REGULATION, AT A MINIMUM, SHALL BE REMOVED FROM THE PROJECT PERMANENTLY. AIRPORT

OPERATIONS CAN REMOVE ANY CONTRACTOR PERSONNEL, AT ANY TIME, FOR ANY DURATION,

DUE TO A SAFETY VIOLATION. AIRPORT OPERATIONS SHALL REPORT ANY OCCURRENCES TO THE

CONTRACTOR AND THE OWNER.

10. TAXIWAY VISUAL AIDS

GENERAL

· TEMPORARY CLOSURES WILL BE NOTED WITH THE USE OF LOW PROFILE BARRICADES AND

TAXIWAY CLOSURE X'S AS NOTED ON THE PLANS. BARRICADES SHOULD BE SECURED TO

PREVENT MOVEMENT FROM JET BLAST. THE AIRPORT WILL PROVIDE NOTAMS FOR CLOSURES AND

THE CONTRACTOR WILL BE REQUIRED TO PROVIDE, PLACE AND MAINTAIN TEMPORARY

BARRICADES DURING THE DURATION OF WORK BEING PERFORMED IN THE AREA.

MARKINGS

· ALL PAVEMENT MARKINGS WILL BE REPLACED FOR TAXIWAY RELATED RECONSTRUCTION OR

REHABILITATION WORK. PAVEMENT MARKINGS WILL COMPLY WITH THE SPECIFICATIONS

OUTLINED IN THE CONTRACT DOCUMENTS AND SHALL BE IN THE LOCATIONS PROVIDED HEREIN.

LIGHTING, SIGNS, AND VISUAL NAVAIDS

· WHERE CLOSURES ARE REQUIRED, TAXIWAY EDGE LIGHTS WITHIN THE CLOSURE AREA WILL BE

COVERED TO FURTHER ELIMINATE THE POSSIBILITY OF CONFUSING A PILOT. THESE SHALL BE

PLACED UPON INITIAL CLOSING OF THE PAVEMENT SECTION AND SHALL BE REMOVED ONLY ONCE

CONSTRUCTION IN THE AREA IS COMPLETED AND APPROVED FOR REOPENING TO AIRCRAFT

OPERATIONS.

· THE CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER AND THE MTAA ON

WHICH TAXIWAY AND RUNWAY DIRECTIONAL SIGNAGE WILL BE NEED TO BE COVERED FOR THE

INDIVIDUAL PHASE AREAS. COVERING OF SIGNS WILL ONLY BE NEEDED FOR THE SUB-PHASES

WHICH REQUIRES THE CLOSURE OF TAXIWAY ALPHA. THIS COORDINATION SHALL OCCUR PRIOR

TO THE CLOSURE OF A SUB-PHASE FOR CONSTRUCTION.

11. MARKING AND SIGNS FOR ACCESS ROADS, HAUL ROUTES, AND AOA

· THE ACCESS ROADS USED FOR HAULING AND DELIVERY OF MATERIALS TO THE SITE SHALL BE

MARKED, AS NECESSARY, WITH TEMPORARY GUIDANCE SIGNS (STAKE MOUNTED OR SAW-HORSE,

WEIGHTED DOWN WITH SAND BAGS) CONFORMING TO MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES (MUTCD) OR STATE HIGHWAY DEPARTMENT REQUIREMENTS.

· AT ALL ACCESS GATES, SPEED LIMIT SIGNS (20 MPH) WILL BE PLACED. STOP SIGNS AND

DIRECTION ARROW SIGNS SHALL BE PLACED, AS NECESSARY, AT KEY POINTS ALONG THE HAUL

ROUTES TO ENSURE THE CONTRACTOR VEHICLES ADHERE TO THE ROUTES SHOWN ON THE

PLANS, MINIMIZING THE POTENTIAL FOR ACCIDENTS OR ERRANTLY DRIVING INTO UNAUTHORIZED

ZONES.

· REQUIRED SIGNS FOR FOD CONTROL AND ENTRY INTO THE AOA ARE OUTLINED IN THE PHASING

PLANS AND DETAILED ON SHEET G-501. THE CONTRACTOR SHALL ENSURE THAT ALL PERSONNEL

ON THE SITE UNDERSTAND THE MEANING OF THE SIGNS AND ADHERE TO THOSE RULES.

12. HAZARD MARKING AND LIGHTING

· CONTRACTOR SHALL BE RESPONSIBLE FOR THE TRAFFIC CONTROL USED DURING THE COURSE

OF THE PROJECT. CONTRACTOR SHALL FURNISH, INSTALL, MAINTAIN AND DISMANTLE ALL

TRAFFIC CONTROL ITEMS USED DURING THE COURSE OF THE PROJECT.

· ALL VEHICLES AND EQUIPMENT THAT WILL BE CROSSING OR OPERATING IN THE AIR OPERATIONS

AREAS OR ON ANY ACTIVE RUNWAY OR TAXIWAY, AIRCRAFT MOVEMENT AREAS AND

RUNWAY/TAXIWAY SAFETY AREAS SHALL BE MARKED WITH EITHER A FLAG OR A FLASHING

BEACON. THE FLAGS (DAYTIME USE) SHALL BE ON A STAFF ATTACHED TO THE VEHICLE, 3-FOOT

SQUARE WITH ORANGE AND WHITE CHECKERED PATTERN. BEACONS SHALL BE OF ADEQUATE

SIZE AND STRENGTH AS TO BE VISIBLE FROM THE AIR AND MOUNTED ON THE UPPERMOST PART

OF THE VEHICLE. ALL VEHICLES OPERATING DURING NIGHTTIME OPERATIONS SHALL BE

EQUIPPED WITH A FLASHING AMBER BEACON.

13. PROTECTION

· NO WORK WILL OCCUR WITHIN TAXIWAY OBJECT FREE AREA (TOFA) OF AN OPEN TAXIWAY. FOR

PHASES OF WORK INSIDE THE TOFA OF A TAXIWAY, THAT SPECIFIC SECTION OF THE TAXIWAY

WILL BE CLOSED.

· ALL CONTRACTOR'S AND SUBCONTRACTORS' VEHICLES, PERSONNEL AND EQUIPMENT SHALL BE

CONFINED TO THE LIMITS OF THE CONSTRUCTION PHASES, ACCESS WAYS, AND STAGING AREAS

WHERE WORK IS IN PROGRESS.

14. OTHER LIMITATIONS ON CONSTRUCTION

· FLARE POTS AND BLASTING ARE PROHIBITED FROM USE ON THIS PROJECT.

· OPEN FLAME WELDING, WITH ADEQUATE FIRE SAFETY PRECAUTIONS, WILL BE ALLOWED.

AGENCY NAME TITLE PHONE TYPE

Kansas Air National Guard, 190th Civil Engineering Squadron Major Noah Diehl Base Civil Engineer (785) 861-4029 W

Kansas Air National Guard, 190th Civil Engineering Squadron

Captain Jarrod Brunkow

Dep. Base Civil Engineer (785) 861-4959 W

Kansas Air National Guard, 190th Civil Engineering Squadron

Senior Master Sergeant Thomas I. VanDerSluis CES Liason Officer

(785) 861-4402 W

(785) 221-2080 C

Kansas Air National Guard, 190th Air Refueling Wing

Senior Master Sergeant Chris DuBois

190th Maintenance Squadron

W

(785) 224-5195 C

Kansas Air National Guard, 190th Security Force Squadron

Senior Master Sergeant Brett Higginbotham

190th Security Force Squadron (785) 861-4221 W

Kansas Air National Guard, 190th Safety Squadron

Technical Sergeant Joseph Carver 190th Safety Squadron (785) 861-4400 W

Kansas Air National Guard, 190th Air Refueling Wing

Senior Master Sergeant Rob Bolin 190th ARW (785) 861-4649 W

Metropolitan Topeka Airport Authority Eric M. Johnson President & Director of

Airports (785) 862-2362 W

Metropolitan Topeka Airport Authority Rita Eggenberger Operations Officer (785) 862-0399 W

Metropolitan Topeka Airport Authority Safety Department Emergency Calls Only -

Police & Fire (785) 862-1130 W

Metropolitan Topeka Airport Authority Colonel J.T. O'Grady MTAA Safety

Department (785) 862-9250 W

Metropolitan Topeka Airport Authority Rod Neihaus Director of

Maintenance (785) 862-0711 W

Midwest Air Traffic Control Services John Wooten

Air Traffic Control Manager (785) 862-2058 W

ZONE DESCRIPTION ACRONYM

TOTAL

WIDTH (FT)

CENTERLINE

DISTANCE (FT)

RUNWAY SAFETY AREA RSA 500 250

RUNWAY OBJECT FREE AREA ROFA 800 400

TAXIWAY SAFETY AREA TSA 171 85.5

TAXIWAY OBJECT FREE AREA TOFA 259 129.5

OBSTACLE FREE ZONE OFZ 400 200

SAFETY ZONE INFORMATION:

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

R E

V I E

W E

D

B

Y

D A

T E

D E

S C

R I P

T I O

N D

A T

E

R E

V

DRAWING

NUMBER:

A

2 5 7 9

N O

C b m s w s p p b u s p w w s p c h r i s t o p h e r u n z i c k e r d m s

S P

P

N o t e s d o t t e d

W e d n e s d a y

J u l y

A

M b y

U n z i c k e r

C h r i s t o p h e r

D

R E

P A

R

C R

A F

T

P

A R

K I N

G

R

A M

P

F O

R B

E

L D

T O

P E

K A

K

S

K A

N S

T

I O

N A

L

G

U A

R D

T

H

A

R

W

F O

R B

E

L D

T O

P E

K A

K

S

P R

O J E

G U

Q E

C O

N T

R A

W

L

D

SHEET OF

B

C

D

E

F

G

3 4 6 8 10

T

O W

N

A

U

N T

O R

A N

G E

C

A L

I F

O R

N

W W

W A

E C

O M

C

O M

B

B

M I T

T A

L

PRO

FE

SS

IO

N

AL

E

NG

IN

EER

JOSEP

H

RO

GE

R

FRE

UND

Ju ly

, 2

1C

1B

1A

2C

2B

2A

3C

3B

3A

4C

4B

4A

A

B

C

A A

COMM

COMM COMM

COMM COMM COMM

C

O

M

M

C O

M M

C

O

M

M

C

O

M

M

C

O

M

M

COMM

COMM

COMM

C

O

M

M

C

O

M

M

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X X X X X X X X X

T A

X I W

P

H A

RUNWAY 13-31

TAXIWAY ALPHA

P E

R I M

E T

A

D

PHASE 2 PHASE 3

PHASE 4

PHASE 10

P H

A S

E

P H

A S

E

PHASE 1

P

H

A

H

A

PHASE 7

MAIN SECURITY

ENTRANCE

CONTRACTOR STAGING AREA #2

PHASES 6, 7, 8, 9, & 10

CONTRACTOR STAGING AREA #1

PHASES 1, 2, 3, 4, & 5

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

OO

A

M

MAIN SECURITY

CHECKPOINT

S F

SF

S F

S

F

CONTRACTOR STOCKPILE

AREA #1

CONTRACTOR STOCKPILE

AREA #2

ACCESS GATE #1 (AGN1)

*REQUIRES TEMPORARY CONSTRUCTION

ACCESS GATE #2 (AGN2)

R

B

V

E

N

U

E

P

E

B

V

D

O O

O

OOOOOOOOOO

O O

O O

SC

SC

ES

FIRE HYDRANT FOR

CONTRACTOR USE

FIRE HYDRANT FOR

CONTRACTOR USE

ES

G-104

C S

V E

R V

I E

W

OOOOOO

ES

SC

CONTRACTOR STAGING &

STORAGE AREA

CONTRACTOR STOCKPILE AREA

SECURITY CHECKPOINT FOR

ALL PERSONNEL

REQUIRES ANG ESCORT

BEYOND THIS POINT

TRAFFIC CHANNELIZERS

CONSTRUCTION HAUL ROUTE

1. SEE SHEETS - CSPP NOTES 1, 2, & 3 AND

APPLICABLE CONTRACT DOCUMENTS FOR

FURTHER INFORMATION REGARDING THE

SECURITY PROTOCOLS AND OTHER PERTINENT

INFORMATION THAT APPLIES TO THIS, AND THE

FOLLOWING SHEETS.

2. ACCESS TO THE CONSTRUCTION SITE WILL BE

AVAILABLE THROUGH TWO ACCESS POINTS,

EACH ORIGINATING OFF KANG PROPERTY:

2.1. ACCESS GATE #1 WILL BE FROM SE

ADAMS STREET AND THE CONTRACTOR

WILL ACCESS PHASES 1-5 USING THIS

ENTRANCE

2.2. ACCESS GATE #2 WILL BE FROM SE

FORBES AVENUE AND THE CONTRACTOR

WILL ACCESS PHASES 6-10 USING THIS

ENTRANCE.

3. ACCESS GATE #1 REQUIRES THE CONTRACTOR

TO DEMO A PORTION OF THE EXISTING FENCE,

CONSTRUCT A TEMPORARY INTERMEDIATE

ROADWAY TO ACCESS PERIMETER ROAD FROM

SE ADAMS STREET, AND INSTALL A TEMPORARY

GATE ENTRY FOR PERSONNEL. THE MATERIAL

USED TO BUILD THE TEMPORARY ROADWAY

WILL BE OF THE CONTRACTORS CHOOSING.

4. THE CONTRACTOR WILL BE REQUIRED TO

REMOVE THE TEMPORARY GATE AND ROAD,

AND INSTALL NEW FENCING MATCHING THE

PREVIOUS FENCING, UPON COMPLETION OF

PHASES 1-5.

5. ESCORTS WILL BE PROVIDED BY KANG. ALL

PERSONS ENTERING KANG PROPERTY MUST BE

SUPERVISED BY THE ESCORTS. CONTRACTOR

PERSONNEL SHOULD ENSURE THAT AT ALL

TIMES THEY ARE WITHIN THE AIR NATIONAL

GUARD PROPERTY THEY ARE ALSO WITHIN THE

SUPERVISION OF AN ESCORT. NO THIRD PARTY

ESCORTS WILL BE ALLOWED ON THIS PROJECT.

6. ALL CONTRACTOR STAGING AND STORAGE

AREAS WILL BE REQUIRED TO HAVE LOW

PROFILE BARRICADES OUTLINING THE AREA,

WITH 30' OPENINGS ALLOWED FOR ENTRY AND

EXIT TRAFFIC. EACH OPENING MUST BE CLOSED

AT THE COMPLETION OF EACH DAY'S WORK.

7. THE TRAFFIC CHANNELIZERS SHOWN NEAR THE

STAGING AND STORAGE AREAS MUST BE

SPACED AT INTERVALS THAT ALLOW AIRPORT

RESCUE AND FIREFIGHTING (ARFF) EQUIPMENT

THE ABILITY TO PASS THROUGH THE AREA AT

ALL TIMES.

8. DURING EACH PHASE, OR SUB-PHASE, THE

CONTRACTOR SHALL ONLY WORK IN THAT

AREA, UNLESS SPECIFICALLY NOTED FOR

APPROVAL IN THE CONTRACT DOCUMENTS. AT

NO POINT SHALL CONTRACTOR PERSONNEL

WANDER FROM THE CONSTRUCTION AREAS OR

SPECIFIED HAUL ROUTES OUT ONTO TAXIWAY

ALPHA, RUNWAY 13-31 OR ANY OTHER AREA ON

MTAA OR KANG PROPERTY

9. FOR PHASES ABUTTING TAXIWAY ALPHA,

CONSTRUCTION IS DIVIDED INTO SUB-PHASES.

SEE THE INDIVIDUAL SHEETS REFERENCING

EACH PHASE FOR FURTHER INFORMATION.

10.CONTRACTOR MAY USE THE FIRE HYDRANTS

CALLED OUT ON THIS SHEET TO PROCURE

WATER FOR CONSTRUCTION. CONTRACTOR

SHALL FOLLOW THE GUIDELINES OUTLINED IN

THE CONTRACT DOCUMENTS FOR PAYMENT OF

WATER.

11.SILT FENCE IS REQUIRED AROUND STOCKPILE

AREAS - AS SHOWN.

PHASE AREAS

PHASE BOUNDARY

EXISTING CONCRETE BARRIERS

LEGEND:

GENERAL NOTES:

SF

SILT FENCE

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

R E

V I E

W E

D

B

Y

D A

T E

D E

S C

R I P

T I O

N D

A T

E

R E

V

DRAWING

NUMBER:

A

2 5 7 9

N O

C b m s w s p p b u s p w w s p c h r i s t o p h e r u n z i c k e r d m s

S P

P

O v e r v i e w d o t t e d

W e d n e s d a y

J u l y

A

M b y

U n z i c k e r

C h r i s t o p h e r

D

R E

P A

R

C R

A F

T

P

A R

K I N

G

R

A M

P

F O

R B

E

L D

T O

P E

K A

K

S

K A

N S

T

I O

N A

L

G

U A

R D

T

H

A

R

W

F O

R B

E

L D

T O

P E

K A

K

S

P R

O J E

G U

Q E

C O

N T

R A

W

L

D

SHEET OF

B

C

D

E

F

G

3 4 6 8 10

T

O W

N

A

U

N T

O R

A N

G E

C

A L

I F

O R

N

W W

W A

E C

O M

C

O M

B

B

M I T

T A

L

PRO

FE

SS

IO

N

AL

E

NG

IN

EER

JOSEP

H

RO

GE

R

FRE

UND

Ju ly

, 2

K

C

K

C

K

C

K

C

K

C

1C

1B

1A

2C

2B

2A

X

X

X X

X

X

X

X

X

X

X

TAXIWAY ALPHA

X X

10.0'

10.0'

5.0'

400.0'

400.0'

10.0'

SERVICE ROAD

XXXXXXXXX

X X

X

NON-MOVEMENT LINE

35.0

SIGN, FLAGGER, & FOD CHECK

PERMANENT FOR PHASES 1-5

LIGHTS TO BE COVERED

DURING SUB-PHASE 1A

LIGHTS TO BE COVERED

DURING SUB-PHASE 1A

TAXIWAY CLOSURE MAKER

SEE…