Section J Attachment 2 - Drawings P13465330.pdf

U.S. COAST GUARD BASE CAPE COD

BOURNE, MASSACUSETTS

P13465330 REPAIR AIRFIELD PAVEMENT AT

U.S. COAST GUARD BASE CAPE COD

VICINITY MAP

SCALE: NTS

LOCUS MAP

SCALE: NTS

GENERAL SITE MAP

SCALE: NTS

U.S. COAST GUARD

CIVIL ENGINEERING

CEU PROVIDENCE

DRAWING INDEX

Sheet Title

Sheet

Number

Sheet Description

G-001 001 COVER SHEET

G-002 002 SUMMARY OF QUANTITIES

G-101 003 GENERAL PLAN

GC100 004 CONSTRUCTION STAGING NOTES

GC101 005 OVERALL PHASING PLAN

GC102 006 WORK AREA IA PHASING PLAN

GC103 007 WORK AREA IB PHASING PLAN

GC104 008 WORK AREA IC PHASING PLAN

GC105 009 WORK AREA IIA PHASING PLAN

GC106 010 WORK AREA IIB PHASING PLAN

GC107 011 WORK AREA IIIA PHASING PLAN

GC108 012 WORK AREA IIIB PHASING PLAN

GC109 013 WORK AREA IVA PHASING PLAN

GC110 014 WORK AREA IVB PHASING PLAN

GC111 015 WORK AREA V PHASING PLAN

GC501 016 STAGING PLAN DETAILS

C-101 017 CONSTRUCTION PLAN

C-102 018 CONSTRUCTION PLAN

C-103 019 CONSTRUCTION PLAN

C-104 020 CONSTRUCTION PLAN

C-105 021 CONSTRUCTION PLAN

C-106 022 CONSTRUCTION PLAN

C-107 023 CONSTRUCTION PLAN

C-108 024 CONSTRUCTION PLAN

C-109 025 CONSTRUCTION PLAN

C-110 026 CONSTRUCTION PLAN

C-111 027 CONSTRUCTION PLAN

C-112 028 CONSTRUCTION PLAN

C-113 029 CONSTRUCTION PLAN

C-114 030 CONSTRUCTION PLAN

C-115 031 CONSTRUCTION PLAN

C-301 032 TYPICAL SECTIONS

C-501 033 PAVEMENT REPAIR DETAILS

C-502 034 PAVEMENT REPAIR DETAILS

C-503 035 PAVEMENT REPAIR DETAILS

C-504 036 PAVEMENT REPAIR DETAILS

C-505 037 PAVEMENT REPAIR DETAILS

C-506 038 PAVEMENT REPAIR DETAILS

C-507 039 PAVEMENT REPAIR DETAILS

C-508 040 PAVEMENT REPAIR DETAILS

CM101 041 RW 14-32 MARKING PLAN

CM501 042 MARKING DETAILS

CM502 043 MARKING DETAILS

SUMMARY OF QUANTITIES - BASE BID

LOCATION DESCRIPTION QUANTITY UNITS

RUNWAY 14-32 2.5 INCH

MILL AND OVERLAY

COLD MILLING ASPHALT PAVING

88,800

SY

CRACK REPAIR (SMALL CRACKS <5/8 INCH) (NOT

SHOWN IN PLANS)

12,000

LF

CRACK REPAIR (MED. CRACKS 5/8 INCH - 1 1/2INCH)

(NOT SHOWN IN PLANS)

3,000

LF

BITUMINOUS TACK COAT

9,000

GAL

ASPHALT PAVING FOR AIRFIELDS 2.5 INCH GRADATION

13,400

TON

PAVEMENT MARKINGS, REFLECTIVE WHITE 122,000

SF

PAVEMENT MARKINGS, BLACK 32,000

SF

LIGHTED RUNWAY CLOSURE XS 4 EA

FIXED WING HANGAR

APRON

RESEALING OF JOINTS IN RIGID PAVEMENT

11,100

LF

PARTIAL DEPTH PATCHING OF RIGID PAVEMENT (NOT

SHOWN IN PLANS)

150 SF

SUMMARY OF QUANTITIES - BID OPTION NO. 1

LOCATION DESCRIPTION QUANTITY UNITS

RUNWAY 14-32 REMAINING

WIDTH MILL AND OVERLAY

NO SHOULDERS

COLD MILLING ASPHALT PAVING

20,200

SY

CRACK REPAIR (SMALL CRACKS <5/8 INCH) (ASSUMED

QTY)

2,000

LF

CRACK REPAIR (MED. CRACKS 5/8 INCH - 1 1/2INCH)

(ASSUMED QTY)

1,000

LF

BITUMINOUS TACK COAT

2,100

GAL

ASPHALT PAVING FOR AIRFIELDS 2.5 INCH GRADATION

3,100

TON

SUMMARY OF QUANTITIES - BID OPTION NO. 2

LOCATION DESCRIPTION QUANTITY UNITS

ROTARY WING HANGAR

APRON

CONCRETE PAVING FOR AIRFIELDS AND OTHER HEAVY

DUTY PAVEMENTS -PARTIAL SLAB REPLACEMENT

420 SF

PARTIAL DEPTH PATCHING OF RIGID PAVEMENT 200 SF

RESEALING OF JOINTS IN RIGID PAVEMENT

3,250

LF

CRACK REPAIR (SMALL CRACKS <5/8 INCH) (FIELD

MEASURED)

1,500

LF

CRACK REPAIR (MED. CRACKS 5/8 INCH - 1 1/2INCH)

(FIELD MEASURED)

700 LF

PAVEMENT MARKINGS, REFLECTIVE YELLOW 1,340

SF

SUMMARY OF QUANTITIES - BID OPTION NO. 3

LOCATION DESCRIPTION QUANTITY UNITS

TAXIWAY D REMAINING TW

/ SHOULDER REHAB

COLD MILLING ASPHALT PAVING

9,250

SY

CRACK REPAIR (SMALL CRACKS <5/8 INCH) (ASSUMED

QTY)

10,000

LF

CRACK REPAIR (MED. CRACKS 5/8 INCH - 1 1/2INCH)

(ASSUMED QTY)

2,000

LF

BITUMINOUS TACK COAT 925 GAL

ASPHALT PAVING FOR AIRFIELDS 2 INCH GRADATION 2

1,120

TON

PAVEMENT MARKINGS, REFLECTIVE YELLOW

900 SF

PAVEMENT MARKINGS, REFLECTIVE WHITE

200 SF

PAVEMENT MARKINGS, REFLECTIVE RED

200 SF

SUMMARY OF QUANTITIES - BID OPTION NO. 4

LOCATION DESCRIPTION QUANTITY UNITS

RUNWAY 14-32 TAXIWAY D

INTERSECTION

CONCRETE PAVING FOR AIRFIELDS AND OTHER HEAVY

DUTY PAVEMENTS -FULL SLAB REPLACEMENT

21,700

SF

CONCRETE PAVING FOR AIRFIELDS AND OTHER HEAVY

DUTY PAVEMENTS -PARTIAL SLAB REPLACEMENT

3,100

SF

BASE COURSE FOR RIGID PAVING (ASSUMED QTY)

250 CY

PARTIAL DEPTH PATCHING OF RIGID PAVEMENT (SF)

500 SF

RESEALING OF JOINTS IN RIGID PAVEMENT (LF) 1,200

LF

NOTES:

1. QUANTITIES ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. EXACT QUANTITIES WILL BE DETERMINED IN

THE FIELD AND AS DIRECTED BY THE ENGINEER.

PROJECT WORK AREA SUMMARY

BASE BID

PLAN

DESIGNATION

LOCATION DESCRIPTION

BB1.1 RUNWAY 14-32 120 FT WIDE 2.5" MILL AND OVERLAY

BB1.2

FIXED WING

HANGAR APRON

PCC CRACK REPAIR AND JOINT SEALANT

BID OPTION NO.1

B01.1 RUNWAY 14-32

REMAINING WIDTH, 2.5" MILL AND OVERLAY

BID OPTION NO.2

B02.1

ROTARY WING

HANGAR APRON

PCC CRACK REPAIR AND JOINT SEALANT

BID OPTION NO.3

BO3.1

TAXIWAY D

SHOULDER REHAB

2.0 " MILL AND OVERLAY

BID OPTION NO.4

BO4.1

RUNWAY 14-32

TAXIWAY D

INTERSECTION

PCC CRACK REPAIR, REPLACEMENT AND

JOINT SEALANT

LIST OF ABBREVIATIONS

© COPYWRITE

A/E ARCHTECT/ENGINEERING

AOA AIRCRAFT OPERATION AREA

APPROX. APPROXIMATELY

ASCC AIR STATION CAPE COD

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

BB BASE BID

BO1 BID OPTION NO.1

CEU CIVIL ENGINEERING UNIT

CY CUBIC YARD

℄ CENTERLINE

D DIAMETER

EX EXISTING

FAA FEDERAL AVIATION ADMINISTRATION

GAL GALLON

GPS GLOBAL POSITIONING SYSTEM

HPTO HIGH PERFORMANCE THIN OVERLAY

ILS INSTRUMENT LANDING SYSTEM

L1 PARTIAL LENGTH

LF LINEAR FOOT

LOC LOCALIZER

LR LENGTH OF REPAIR

LS LUMP SUM

MAX MAXIMUM

MIN MINIMUM

NPDES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM

ø DIAMETER

P.O.T POINT OF TANGENCY

PCC PORTLAND CEMENT CONRETE

PSI POUND PER SQUARE INCH

R/W RUNWAY

RNAV ISTRUMENT FLIGHT RULES AREA NAVIGATION

RSA RUNWAY SAFETY AREA

SF, SQ-FT SQUARE FOOT

SY SQUARE YARD

T FULL THICKNESS

T/W TAXIWAY

TBD TO BE DECIDED

TYP., TYP TYPICAL

USCG UNITED STATES COAST GUARD

UV ULTRA VIOLET

W FULL WIDTH

W1 PARTIAL WIDTH

1"=600'

1200600

SCALE

FEET

1"=500'

1000500

1"=500'

1000500

1"=500'

1000500

500' FROM RUNWAY CL

1"=500'

1000500

KEYMAP:

1"=200'

400200

KEYMAP:

1"=200'

400200

KEYMAP:

1"=200'

400200

KEYMAP:

1"=200'

400200

KEYMAP:

1"=200'

400200

500' FROM RUNWAY CL

KEYMAP:

1"=200'

400200

1"=500'

1000500

72"

24"

500'

300'

(TYP.)

133+00 134+00 135+00 136+00 137+00132+50 133+50 134+50 135+50 136+50 137+50

132+50

133+00

134+00

135+00

136+00

137+00

137+50

G R

A D

E

B

R E

A K

S

T

E L

E V

EXISTING SURFACE

PROPOSED SURFACE

-0.16%

MATCH EXIST.

PROPOSED GRADE (TYP.)EXIST. GRADE (TYP.)

RUNWAY 14-32 MILL AND OVERLAY

LEGEND IDENTIFIER BASEBID / BID

OPTION

REPAIR LOCATION/DESCRIPTION DETAIL

REFERENCE

BB1.1 2.5 INCH KEEL MILL AND OVERLAY (RUNWAY 14-32 KEEL 120' WIDE, MILL

FROM PROPOSED SURFACE)

E1/C301

BB1.1 2.5 INCH MILL AND OVERLAY (RUNWAY 5-23 150' WIDE, MILL FROM

EXISTING SURFACE)(SHEET C-104)

A6/C301

1"=4'

VERTICAL SCALE

FEET

1"=40'

HORIZONTAL SCALE

138+00 139+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00137+50 138+50 139+50 140+50 141+50 142+50 143+50 144+50 145+50 146+50 147+50 148+50

137+50

138+00

139+00

140+00

141+00

142+00

143+00

144+00

145+00

146+00

147+00

148+00

148+50

PVI STA:143+00.00

PVI ELEV:121.67

K:2782.61

LVC:200.00

B V

C S

B V

C E

E V

C S

E V

C E

EXISTING SURFACE

PROPOSED SURFACE

-0.16%

-0.23%

PROPOSED GRADE (TYP.)EXIST. GRADE (TYP.)

1"=4'

VERTICAL SCALE

FEET

1"=40'

149+00 150+00 151+00 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00148+50 149+50 150+50 151+50 152+50 153+50 154+50 155+50 156+50 157+50 158+50

148+50

149+00

150+00

151+00

152+00

153+00

154+00

155+00

156+00

157+00

158+00

159+00

159+50

-0.23%

EXISTING SURFACE

PROPOSED SURFACE

PROPOSED GRADE (TYP.)EXIST. GRADE (TYP.)

1"=4'

VERTICAL SCALE

FEET

1"=40'

160+00 161+00 162+00 163+00 164+00159+50 160+50 161+50 162+50 163+50 164+50

238+50

244+50

7 1

159+00

160+00

161+00

162+00

163+00

164+00

165+00

EXISTING SURFACE

PROPOSED SURFACE

-0.23%

PROPOSED GRADE (TYP.)EXIST. GRADE (TYP.)

159+00

160+00

161+00

162+00

163+00

164+00

165+00

EXISTING SURFACE

PROPOSED SURFACE

-0.23%

PROPOSED GRADE (TYP.)EXIST. GRADE (TYP.)

1"=4'

VERTICAL SCALE

FEET

1"=40'

165+00 166+00 167+00 168+00 169+00 170+00 171+00 172+00 173+00 174+00 175+00165+50 166+50 167+50 168+50 169+50 170+50 171+50 172+50 173+50 174+50 175+50

.6

164+50

165+00

166+00

167+00

168+00

169+00

170+00

171+00

172+00

173+00

174+00

175+00

175+50

PVI STA:167+00.00

PVI ELEV:116.10

K:15187.94

LVC:200.00

B V

C S

B V

C E

E V

C S

E V

C E

EXISTING SURFACE

PROPOSED SURFACE

-0.23%

-0.22%

PROPOSED GRADE (TYP.)EXIST. GRADE (TYP.)

1"=4'

VERTICAL SCALE

FEET

1"=40'

176+00 177+00 178+00 179+00 180+00 181+00 182+00 183+00 184+00 185+00 186+00175+50 176+50 177+50 178+50 179+50 180+50 181+50 182+50 183+50 184+50 185+50 186+50

175+50

176+00

177+00

178+00

179+00

180+00

181+00

182+00

183+00

184+00

185+00

186+00

186+50

-0.22%

EXISTING SURFACE

PROPOSED SURFACE

PROPOSED GRADE (TYP.)EXIST. GRADE (TYP.)

1"=4'

VERTICAL SCALE

FEET

1"=40'

187+00 188+00 189+00 190+00 191+00 192+00 193+00 194+00 195+00 196+00 197+00186+50 187+50 188+50 189+50 190+50 191+50 192+50 193+50 194+50 195+50 196+50 197+50

186+50

187+00

188+00

189+00

190+00

191+00

192+00

193+00

194+00

195+00

196+00

197+00

197+50

G R

A D

E

B

R E

E L E

V

EXISTING SURFACE

PROPOSED SURFACE

-0.22%

MATCH EXIST.

PROPOSED GRADE (TYP.)EXIST. GRADE (TYP.)

1"=4'

VERTICAL SCALE

FEET

1"=40'

ROTARY WING HANGAR APRON CRACK SLAB REPAIR LEGEND

LOCATION

IDENTIFIER

BASE BID/BID

OPTION

REPAIR DESCRIPTION DETAIL REFERENCE

328 SLABS,

RESEAL ALL

JOINTS (SEE

SUMMARY OF

QUANTITIES ON

SHEET G-002)

BB 1.2

RESEALING OF JOINTS IN RIGID

PAVEMENT

A6/C505

FIELD VERIFY BB 1.2

PARTIAL DEPTH PATCHING OF

RIGID PAVEMENT

A1/C-507

A7/C-507

1"=40'

HORIZONTAL SCALE

FEET

NOTES:

1. PROTECT PAVEMENTS ABUTTING AND ADJACENT TO REPAIR AREAS. DAMAGE CAUSED TO ABUTING AND ADJACENT PAVEMENT SHALL BE REPAIRED AT NO ADDITIONAL COST TO

THE PROJECT.

2. REPAIR LOCATIONS ARE SHOWN FOR INFORMATION ONLY. EXACT LOCATIONS TO BE DETERMINED IN THE FIELD AND AS DIRECTED BY THE ENGINEER.

3. SEE QUANTITY SUMMARY SHEET SUMMARY TABLES FOR REPAIR ITEM QUANTITIES.

133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00

RUNWAY 14-32 REMAINING WIDTH MILL AND OVERLAY

LEGEND IDENTIFIER BASEBID / BID

OPTION

REPAIR LOCATION/DESCRIPTION DETAIL

REFERENCE

BB 1.1 2.5 INCH KEEL MILL AND OVERLAY (BASEBID 1.1, SEE CONSTRUCTION

SHEETS C-101 TO C-107)

E1/C301

BO 1.1 2.5 INCH MILL AND OVERLAY (MILL AND OVERLAY TO MATCH EXISTING

SURFACE)

A1/C301

1"=40'

144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00

155+00 156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00

1"=40'

166+00 167+00 168+00 169+00 170+00 171+00 172+00 173+00 174+00 175+00 176+00

177+00 178+00 179+00 180+00 181+00 182+00 183+00 184+00 185+00 186+00 187+00

1"=40'

188+00 189+00 190+00 191+00 192+00 193+00 194+00 195+00 196+00 197+00 198+00

1"=40'

ROTARY WING HANGAR APRON CRACK SLAB REPAIR LEGEND

LOCATION

IDENTIFIER

BASE BID/BID

OPTION

REPAIR DESCRIPTION DETAIL REFERENCE

112 SLABS, 25%

OF JOINTS (SEE

SUMMARY OF

QUANTITIES ON

SHEET G 002)

BO 2.1 RESEALING OF JOINTS IN RIGID

PAVEMENT

A6/C-505

BO 2.1 PARTIAL DEPTH PATCHING OF

RIGID PAVEMENT

A1/C-506, A1/C-507, A7/C-507

BO 2.1 CONCRETE PAVING FOR

AIRFIELDS AND HEAVY DUTY

PAVING - PARTIAL SLAB

REPLACEMENT

A1/C-502, A1/C-503, A1/C-504,D1/C-505

BO 2.1 MEDIUM AND LARGE CRACK

REPAIR (SEE SUMMARY OF

QUANTITIES ON G-002)

A1/C-508, A6/C-508

PARTIAL DEPTH PATCHING OF RIGID PAVEMENT LEGEND

ROTARY WING HANGAR APRON PAVEMENT REPAIRS

PATCH ID

AREA (SF)

A-01 4

A-02 4

A-03 4

A-04 25

A-05 36

A-06 36

A-07 4

A-08 4

A-09 4

A-10 36

A-11 4

A-12 36

NOTES:

1. PROTECT PAVEMENTS ABUTTING AND ADJACENT TO REPAIR AREAS. DAMAGE CAUSED TO ABUTING AND ADJACENT PAVEMENT SHALL BE REPAIRED AT NO ADDITIONAL COST TO

THE PROJECT.

2. REPAIR LOCATIONS ARE SHOWN FOR INFORMATION ONLY. EXACT LOCATIONS TO BE DETERMINED IN THE FIELD AND AS DIRECTED BY THE ENGINEER.

3. SEE QUANTITY SUMMARY SHEET SUMMARY TABLES FOR REPAIR ITEM QUANTITIES.

1"=40'

TW D REMAINING TW WIDTH AND 25' SHOULDER MILL AND

OVERLAY

LEGEND IDENTIFIER BASEBID / BID

OPTION

REPAIR LOCATION/DESCRIPTION DETAIL

REFERENCE

BO 3.1 2 INCH MILL AND OVERLAY E6/C301

1"=40'

130+00

131+00 132+00 133+00

134+00

FFFFF

F F F

FFF

F F F F F F F

F F

F F F F F

F F F F F F F

INTERSECTION OF RUNWAY 14-32 AND TAXIWAY D CRACK

SLAB REPAIR LEGEND

LOCATION

IDENTIFIER

BASE BID/BID

OPTION

REPAIR DESCRIPTION DETAIL REFERENCE

72 SLABS, 25% OF

JOINTS (SEE

SUMMARY OF

QUANTITIES ON

SHEET G 002)

BO 4.1

RESEALING OF JOINTS IN RIGID

PAVEMENT

A6/C-505

BO 4.1

PARTIAL DEPTH PATCHING OF

RIGID PAVEMENT

A1/C-506, A1/C-507, A7 C-507

BO 4.1

CONCRETE PAVING FOR

AIRFIELDS AND HEAVY DUTY

PAVING - PARTIAL SLAB

REPLACEMENT

A1/C502, A1/C503, A1/C504,D1/C505

BO 4.1

CONCRETE PAVING FOR

AIRFIELDS AND HEAVY DUTY

PAVING - FULL SLAB

REPLACEMENT

A1/C-501

PARTIAL DEPTH PATCHING OF RIGID PAVEMENT LEGEND

BID OPTION 1

PATCH ID

AREA (SF)

14-1 6

14-2 4

14-3 42

14-4 25

14-5 36

14-6 4

14-7 84

14-8 4

14-9 12

14-10 84

14-11 84

14-12 18

14-13 45

14-14 4

14-15 16

F

NOTES:

1. PROTECT PAVEMENTS ABUTTING AND ADJACENT TO REPAIR AREAS. DAMAGE CAUSED TO ABUTING AND ADJACENT PAVEMENT SHALL BE REPAIRED AT NO

ADDITIONAL COST TO THE PROJECT.

2. REPAIR LOCATIONS ARE SHOWN FOR INFORMATION ONLY. EXACT LOCATIONS TO BE DETERMINED IN THE FIELD AND AS DIRECTED BY THE ENGINEER.

3. SEE QUANTITY SUMMARY SHEET SUMMARY TABLES FOR REPAIR ITEM QUANTITIES.

14-#

1"=20'

L

W

SECTION

T

W

12" MIN

TYP

REPAIR PLAN

F U

N

G T

H

O

F

S

L A

B

L

FULL WIDTH OF SLAB (W)

DEMOLITION PLAN

24"

M

I N

T Y

P

6"

M

I N

T Y

P

TYPICAL AREA REQUIRING SLAB REPLACEMENT

M

X

Y P

DEMOLITION PLAN

LR

3' MIN

12"

12"

LR

3' MIN

SECTION

F U

I D

H

O

F

S

L A

B

W

T

REPAIR PLAN

L1

3' MIN

L1

3' MIN

FULL LENGTH OF SLAB (L)

LR

3'MIN

W

L1

3' MIN

L1

3' MIN

L

1" CLEAR

6"

10" MIN

TYP

M

I N

T Y

P

TYPICAL AREA REQUIRING PARTIAL SLAB REPLACEMENT

M

Y P

12" MIN

W

O

R

W

REPAIR PLAN

W

O

R

W

LR

6' MIN

SECTION

T

M A

T C

H

E

X I S

T I N

G

C

O N

C R

E T

E

D

E P

T H

T

6' MIN

10" MIN

TYP

TYPICAL AREA REQUIRING PARTIAL SLAB REPLACEMENT BETWEEN JOINT

M

Y P

12"

F U

I D

H

F

S

L A

B

W

REPAIR PLAN

W

1/2 L

SECTION

BUTT JOINT

NO SEALANT

T

M A

T C

H

E

X I S

T I N

G

C

O N

C R

E T

E

D

E P

T H

T

12" MIN

1/2 L

FULL LENGTH OF SLAB (L)

1/2 L

L

CONSTRUCTION

JOINT

10" MIN

TYP

M

I N

T Y

P

BUTT JOINT; APPLY

BONDING AGENT

ALONG BUTT JOINTS

TYPICAL AREA REQUIRING HALF SLAB REPLACEMENT

M

Y P

M I N

W = MATCH EXISTING

WIDTH AND SHAPE

1/8"

3/8" MIN.

3/8" MIN.

W

MATCH EXISTING

JOINT WIDTH

M

I N

S

E A

L A

N T

R E

C E

B

L

P A

V E

M E

N T

M

I N

EXISTING CONCRETE

REPAIR MATERIAL

W

MATCH EXISTING

JOINT WIDTH

M

I N

EXISTING CONCRETE

REPAIR AREA

1/4"

1/2 DOWEL LENGTH

PLUS 1/2"

1/2 DOWEL LENGTH

PLUS 1/2"

1/4"

W = ROUTED WIDTH

M

I N

1/4" SEALANT

RECESS BELOW

EXISTING PAVEMENT

D

1/16"

1/16"

CONTRACTION JOINT

CONSTRUCTION JOINT

1/3 WIDTH OF SLAB MAX.

D M A

T C

H

E

X I S

T I N

G

C

N

C R

E T

E

D

E P

T H

CRACK TOWARD JOINT ELEVATION

B

E Y

O N

D

C O

R N

R

R E

Y P

CRACK AWAY FROM JOINT ELEVATION

REPAIR PLAN

M

I N

3' MIN

1/3 WIDTH OF SLAB MAX.

C

N

C R

E T

E

D

E P

T H

12"

MIN

3' MIN.

M

I N

10"

MIN

TYPICAL AREA REQUIRING CORNER PATCH

M

Y P

PLAN

PROFILE

2' MIN

1" BEYOND PATCH TYP

M

I N

B

E Y

O N

D

P A

T C

H

T

Y P

PROFILE

1" BEYOND PATCH TYP

2' MIN

PLAN

PROFILE

2' MAX

1" BEYOND PATCH TYP

M

A X

B

E Y

O N

D

P A

T C

H

T

Y P

1" BEYOND PATCH TYP

2' MAX

TYPICAL AREA REQUIRING PATCH

OR GREATER

4"

(APPROX.)

1-1/2" CRACK

TO 1-1/2"

FOR CRACKS 5/8" TO 1-1/2"

1" NOMINAL

SEAL CRACK PER

EXISTING BASE MATERIAL

BITUMINOUS PAVEMENT

STERILIZE SIDES & BOTTOM OF CRACK

CRACK SEAL

EXISTING BITUMINOUS PAVEMENT

EXISTING BITUMINOUS PAVEMENT

SEE DETAIL "A" THIS SHEET

PAVEMENT REMOVAL 18" MIN.

SAW CUT LIMITS AND

TYPICAL ALL SIDES OF REPAIR

5/8"

2" OVERLAP, 1/4" MAX HEIGHT (TYP.)

STERILIZE SIDES & BOTTOM OF CRACK

STERILIZE BOTTOM OF REMOVAL AREA

5/8"

0" TO

(OR AS DIRECTED BY CONTRACTING OFFICER)

2" OVERLAP, 1/4" MAX HEIGHT (TYP.)

(SAW CUT)

1/2"

3/4"

NO SCALE

DETAIL "A"

EXISTING

PAVING

NEW

PAVING

CENTER OVER

NEW BUTT JOINT

OVERBAND

4" + CRACK WIDTH

OVERBAND

4" + CRACK

WIDTH

OVERBAND

4" + CRACK WIDTH

FINISHED GRADE

FINISHED GRADE

EXISTING STRUCTURE WALL

EXISTING GRADE

RAISE LOWER

NOTES:

13"

(APPROX.)

40'

80' (TYP.)

120' (TYP.)

85'

40'

80' (TYP.)

120' (TYP.)

KEYMAP:

RUNWAY 14-32 MARKING PLAN

SCALE: 1" = 200'

RUNWAY 14-32 MARKING PLAN

SCALE: 1" = 200'

M A

T C

H

L

I N

L

O W

M A

T C

H

L

I N

O

V E

1"=200'

400200

150'

THRESHOLD MARKING

12 STRIPES 5.75' WIDE,

SPACES 5.75' WIDE, LAYOUT

FROM CENTERLINE AS

SHOWN

CENTERLINE MARKING

STRIPE, 3' WIDE

AIMING POINT MARKINGS, 30' WIDE, 150' LONG

EXISTING PAVEMENT

EDGE MARKING TO

BE MARKED IN-KIND

72'

1000'

15' SPACE

BETWEEN

NUMERALS

START OF

RUNWAY

THRESHOLD

11.5'

RUNWAY LANDING

DESIGNATION MARKING

SEE DETAIL A1 SHEET

C704 FOR LAYOUT INFORMATION

HOLD LINE TO BE PAINTED WITH

6" SOLID BLACK BORDER AND

SOLID BLACK IN BETWEEN

YELLOW STRIPING

6"

CONTINUOUS STRIPE,

AVIATION YELLOW

(REFLECTORIZED)

40' 60' 40' 120'

SEE

PLANS

120' 150'

36' (TYP.)

20'

20' 150'

40' 60' 40' 120'

THRESHOLD MARKING

12 STRIPES 5.75' WIDE,

SPACES 5.75' WIDE,

LAYOUT FROM

CENTERLINE AS SHOWN

500'

75'

TOUCHDOWN ZONE

MARKINGS

STRIPES: 6' WIDE

SPACES: 5' WIDE

AIMING POINT

MARKINGS, 30' WIDE,

150' LONG

1000'

SEE PLANS

RUNWAY EDGE MARKING

3' WIDE

CENTERLINE

3' WIDE

72'

(TYP.)

72'

START OF

RUNWAY

THRESHOLD

11.5'

500' 500' 500'

TOUCHDOWN ZONE MARKINGS

500'

75' 75' 75'75'

TOUCHDOWN ZONE MARKINGS

500'

20'

20'

9'

2'

10'

5'

5'15'

65'

27.5'

19.5'

3.00'

RUNWAY LANDING

DESIGNATION MARKING

SEE DETAIL A1 FOR LAYOUT

INFORMATION

15' SPACING

12'

15"

4'

15"

4' SOLID WHITE

(REFLECTORIZED)

24" SOLID WHITE

(REFLECTORIZED)

15'

15'