DWGS_Amendment 2.pdf

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G-001

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

OMAHA DISTRICT

TRUAX FIELD ANGB, WISCONSIN

REPAIR APRON

PN XGFG182004

W9128F21R0025

W9128F-C-20-XXXX

DECEMBER 2020

of Engineers

US Army Corps

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ADVERTISEMENT SET

®of Engineers

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INDEX

DESIGN FILE FILE NUMBER SHEET NO. DESCRIPTION

GENERAL

C-002

C-001

G-002

G-001

LOW PROFILE BARRICADE & ROPE AND BARREL FENCE DETAILS

PHASING PLAN & NOTES

PROJECT LOCATION PLAN

COVER SHEET

TX07_C-002.DWG

TX07_C-001.DWG

TX07_G-002.DWG

TX07_G-001.DWG

GEOTECHNICAL

TX07_B-301.DWG

TX07_B-101.DWG

B-301

B-101

BORING LOGS

BORING LOCATION PLAN

ELECTRICAL

TX07_ES504.DWG

TX07_ES503.DWG

TX07_ES502.DWG

TX07_ES501.DWG

TX07_ES101.DWG

TX07_ED101.DWG

ES504

ES503

ES502

ES501

ES101

ED101

BURIED SENSOR LINE (BSL) SITE DETAILS

BURIED SENSOR LINE (BSL) SITE DETAILS

BURIED SENSOR LINE (BSL) TYPICAL DETAILS

BURIED SENSOR LINE (BSL) TYPICAL DETAILS

ELECTRICAL SITE PLAN

ELECTRICAL REMOVAL PLAN

EXISTING CONDITIONS

TX07_VF101.DWG VF101 EXISTING CONDITIONS PLAN

CIVIL

TX07_CU501.DWG

TX07_CU101.DWG

TX07_CG401.DWG

TX07_CG101.DWG

TX07_CP801.DWG

TX07_CP701.DWG

TX07_CP504.DWG

TX07_CP503.DWG

TX07_CP502.DWG

TX07_CP501.DWG

TX07_CP401.DWG

TX07_CP201.DWG

TX07_CP101.DWG

TX07_CP100.DWG

TX07_CD201.DWG

TX07_CD101.DWG

CU501

CU101

CG401

CG101

CP801

CP701

CP504

CP503

CP502

CP501

CP401

CP201

CP101

CP100

CD201

CD101

WATER DETAILS

UTILITY PLAN

SPOT ELEVATION PLAN

GRADING PLAN

PAVEMENT MARKING DETAILS

PAVEMENT MARKING PLAN

GROUNDING POINT DETAILS

REINFORCEMENT DETAILS

JOINT SEALANT DETAILS

JOINT DETAILS

JOINT LAYOUT PLAN

PAVEMENT REPLACEMENT SECTIONS

PAVING PLAN

GEOMETRIC CONTROL PLAN

PAVEMENT REMOVAL SECTIONS

REMOVAL PLAN

AFTER GRINDING OPERATION

FINISHED ACC SURFACE

COMPACTED ACC PAVEMENT

INITIALLY PLACED AND

NEW PAVEMENT

DOWEL BAR

DOWEL BAR

DOWELED LONGITUDINAL JOINT

DOWELED CONTRACTION JOINT

DOWEL BAR

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TABLE 1

PAVEMENT

THICKNESS

MAXIMUM DOWEL

SPACING

MINIMUM DOWEL

LENGTH TYPE OF DOWEL

1/8" R

T

NOT TO SCALE

BUTT JOINT

S

T

T=THICKNESS OF PAVEMENT

(SEE NOTE 1)

SAWED JOINT

ON SHEETS CP502 FOR DIMENSIONS.

S = DEPTH OF INITIAL SAWCUT, SEE TABLE 1

BUTT JOINT

D /2

T /2

T

DOWEL

ONE-HALF DOWEL LENGTH

PAINTED & OILED

DOWEL TO BE

ONE END OF

SPACING

FOR SIZE &

SEE TABLE 1

D=DOWEL DIAMETER

T=THICKNESS OF PAVEMENT

(SEE NOTE 1)

JOINT SEAL

NOTE:

NOT TO SCALE

SAWED CONTRACTION JOINT

NOT TO SCALE

(NEW PAVEMENT BOTH SIDES)

CONSTRUCTION JOINT

DOWELED TRANSVERSE OR LONGITUDINAL

NOT TO SCALE

1/8" R

T

1/8" TO 1/4" 5' (MIN)

PAVING LANE WIDTH

D

D

D=THICKNESS OF ACC PAVEMENT

REQUIRED CONSTRUCTION TECHNIQUE WHERE NEW ACC PAVEMENT ABUTS NEW PCC PAVEMENT.

NOTE: SEE SPECIFICATION SECTION 32 12 15.13, PARAGRAPH 3.10.3 FOR

PCC - ACC JOINT INTERFACE DETAIL

T=THICKNESS OF PCC PAVEMENT

3/4" + 1/16"

1/8" R

/4 T

T

5' MIN.

STRUCTURE

OF PAVEMENT

T=THICKNESS

(SEE NOTE 1)

JOINT SEAL

JOINT FILLER

NON-EXTRUDING

PREFORMED

NOT TO SCALE

THICKENED EDGE EXPANSION JOINT (PAVEMENT TO STRUCTURE)

2. SEE SHEET CP503 FOR PAVEMENT REINFORCEMENT DETAILS.

1. SEE SHEET CP502 FOR PAVEMENT JOINT SEALANT DETAILS.

NOTE:

BE SIZED FOR THE THINNER PAVEMENT, AND PLACED AT T/2 + D/2 OF THE THINNER PAVEMENT.

(T = THICKNESS OF PAVEMENT, D = DOWEL DIAMETER).

WHEN DOWELS ARE REQUIRED BETWEEN PAVEMENTS OF DIFFERING THICKNESS, DOWELS SHALL

ACC PAVEMENT

PCC PAVEMENT

T

D /2

T /2

D=DOWEL DIAMETER

T=THICKNESS OF PAVEMENT

PAVEMENT

EXISTING

BE OILED

COATED DOWEL TO

THIS END OF EPOXY

SIZE AND SPACING

DOWELS - SEE TABLE 1 FOR

(SEE NOTE 1)

JOINT SEAL

EXISTING PAVEMENT

A HOLE DRILLED INTO THE

DOWEL TO BE GROUTED INTO

THIS END OF EPOXY COATED

ONE-HALF DOWEL LENGTH

NOT TO SCALE

CONSTRUCTION JOINT

DOWELED TRANSVERSE OR LONGITUDINAL

(NEW TO EXISTING PAVEMENT)

14" 15" 20" 1-1/4 INCH BAR

L

.6

L

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IN

NO SCALE

LOCATION DETAIL

DOWEL BAR

M

IN

(1

M

IN

(1

12" MIN.12" MIN.

12" 20" 1-1/4 INCH BAR11.25"

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MANUFACTURER OF JOINT SEAL

DEPTH AS RECOMMENDED BY

JOINT SEAL

FINAL SAWCUT FOR

" MIN. INITIAL SAWCUT8

S

" MAX.8

5" MIN. TO 2

OF THE JOINT RESERVOIR

BE AT LEAST TWICE THE WIDTH

SEAL. WIDTH OF SEAL SHALL

PREFORMED ELASTOMERIC

" MAX.8

5" MIN. TO 2

SEE NOTE 1

MANUFACTURER OF JOINT SEAL

DEPTH AS RECOMMENDED BY

" MAX.8

5" MIN. TO 2

" MAX.8

5" MIN. TO 2

MANUFACTURER OF JOINT SEAL

DEPTH AS RECOMMENDED BY

MANUFACTURER OF JOINT SEAL

DEPTH AS RECOMMENDED BY

OF THE JOINT RESERVOIR

BE AT LEAST TWICE THE WIDTH

SEAL. WIDTH OF SEAL SHALL

PREFORMED ELASTOMERIC

SEE NOTE 1

JOINT

CONSTRUCTION

CONSTRUCTION JOINT

JOINT SEALANT

FINAL SAWCUT FOR

THE JOINT LOCATION FOR SAWING

CONSTRUCTION JOINTS TO DELINEATE

TOOL EDGES OF CLOSURE LANES AT

" R8 1" R8

DURING INITIAL CONSTRUCTION

BRING JOINT FILLER TO SURFACE

FOR JOINT SEAL

FINAL SAWCUT

MANUFACTURER OF JOINT SEAL

DEPTH AS RECOMMENDED BY

"16 1" + 4

"16 1" + 4

SEE NOTE 1

MANUFACTURER OF JOINT SEAL

DEPTH AS RECOMMENDED BY

OF THE JOINT RESERVOIR

BE AT LEAST TWICE THE WIDTH

SEAL. WIDTH OF SEAL SHALL

PREFORMED ELASTOMERIC

NON-EXTRUDING JOINT FILLER

" PREFORMED16

1" + 4

NON-EXTRUDING JOINT FILLER

" PREFORMED16

1" + 4

NOT TO SCALE

NOT TO SCALE

PREFORMED CONSTRUCTION JOINT SEAL DETAILS

PREFORMED EXPANSION JOINT SEAL DETAILS

FINISHEDINITIAL

INITIAL

INITIAL

FINISHED

FINISHED

NOT TO SCALE

PREFORMED CONTRACTION JOINT SEAL DETAILS

T = SEE TABLE 1

NOTE:

STRUCTURES SHALL BE SEALED WITH FIELD MOLDED JOINT SEALANT.

FOLLOWING EXCEPTIONS: NEW PCC TO EXISTING PCC AND NEW PCC TO NEW OR EXISTING

2. ALL NEW PCC PAVEMENT SHALL BE SEALED WITH COMPRESSION JOINT SEALANTS WITH THE

1. DEPTH OF SEAL FROM TOP OF PAVEMENT SHALL BE 1/8" TO 1/4".

DEPTH OF SAWCUT

AS REQUIRED FOR

JOINT SEALANT,

SEALANT RECESS,

AND BACKER ROD

BRING JOINT FILLER

TO SURFACE DURING

INITIAL CONSTRUCTION

FINAL SAWCUT

FOR JOINT SEALANT

RESERVOIR

POURED JOINT SEALANT

D

SEE NOTE 1

RECOMMENDATIONS

MANUFACTURERS

D = PER

NONREACTIVE BACKER ROD

TO FIT SNUG IN JOINT.

NONMOISTURE ABSORPTIVE

JOINT SEALANT,

SEALANT RECESS,

AND BACKER ROD

DEPTH AS REQUIRED FOR

PREFORMED NON-EXTRUDING

JOINT FILLER

"16 1" + 4

- "16

1" + 4

" R (TYP.)8

1 " R (TYP.)8

NON-EXTRUDING JOINT FILLER

" PREFORMED16

1" + 4

NOT TO SCALE

INITIAL FINISHED

FIELD MOLDED EXPANSION JOINT SEAL DETAILS

TABLE 1

THICKNESS

PAVEMENT

SAWCUT - S

DEPTH OF INITIAL

3"

DEPTH OF SAWCUT

AS REQUIRED FOR

JOINT SEALANT,

SEALANT RECESS,

AND BACKER ROD

TOOL EDGES OF CLOSURE LANES

AT CONSTRUCTION JOINTS TO DELINEATE

THE JOINT LOCATION FOR SAWING

FINAL SAWCUT FOR

JOINT SEALANT

RESERVOIR

CONSTRUCTION JOINT

D

SEE NOTE 1

POURED JOINT SEALANT

NONREACTIVE BACKER ROD

TO FIT SNUG IN JOINT.

NONMOISTURE ABSORPTIVE

DEPTH OF SAWCUT

AS REQUIRED FOR

JOINT SEALANT,

SEALANT RECESS,

AND BACKER ROD

CONSTRUCTION JOINT

RECOMMENDATIONS

MANUFACTURERS

D = PER

" MAX.8

5" MIN. TO 2

" MAX.8

5" MIN. TO 2

" R8 1 " R8

NOT TO SCALE

INITIAL FINISHED

FIELD MOLDED CONSTRUCTION JOINT SEAL DETAILS

DEPTH OF SAWCUT

AS REQUIRED FOR

JOINT SEALANT,

SEALANT RECESS,

AND SEPARATION

FINAL SAWCUT FOR

JOINT SEALANT

RESERVOIR

D

SEE NOTE 1

POURED JOINT SEALANT

NONMOISTURE ABSORPTIVE

DEPTH OF SAWCUT

AS REQUIRED FOR

JOINT SEALANT,

SEALANT RECESS,

AND SEPARATION

RECOMMENDATIONS

MANUFACTURERS

D = PER

" MAX.8

5" MIN. TO 2

" MAX.8

5" MIN. TO 2

NOT TO SCALE

INITIAL FINISHED

PAVEMENT

RUNWAY

NEW PCC

FINAL SAWCUT FOR

JOINT SEALANT

RESERVOIRTAPE

NONREACTIVE SEPARATION TAPE

TO FIT SNUG ON JOINT BOTTOM

TAPE

ACC ABUTTING PCC PAVEMENT SEALANT DETAILS

PAVEMENT

SHOULDER

NEW ACC

PAVEMENT

RUNWAY

NEW PCC

PAVEMENT

SHOULDER

NEW ACC

" R8

14" 3"

11.25"

®of Engineers

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IN

V 852.94

IN

V 852.92

IN

V 853.39

IN

V 853.34

IN

V 851.43

IN

V 851.79

IN

V 854.04

IN

V 852.55

IN

V 852.53

IN

V 852.72

IN

V 852.46

IN

V 851.73

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V

853.38IN

V 853.23

IN

V 853.12

IN

V 852.57

IN

V 852.51

IN

V 853.40

12" R C P

12" R C P

12' R C P

IN

V 853.49

12" R C P

12" R C P

IN

V 851.78

IN

V 852.23

12" R C P

IN

V 852.08

8" P V C

12" R C P

6" C

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IN

V 852.89

IN

V

853.28 IN

V 853.15

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A N

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L = 856.98

#D C

K

IN

V 852.95

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L = 855.70

#D C

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IN

V 852.32

R

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856.49

#D C

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V 853.38

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L= 857.83

#D C

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IN

V 853.22

R

IM

E

L= 857.82

#D C

K

R

IM

E

L = 858.09

#A W 20547

R

IM

E

L = 856.67

#A W

R

IM

E

L = 856.65

#A W

G

C

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S S

WITH 6" GATE VALVE TYPICAL

TO EXIST. WATER LINE

CONNECT NEW 6" WATER

WITH 6" GATE VALVE TYPICAL

TO EXIST. WATER LINE

CONNECT NEW 6" WATERPERFORM INSTALLATION

LOCATION PRIOR TO

WATER LINE SIZE AND

FIELD VERIFY EXIST.

PERFORM INSTALLATION

LOCATION PRIOR TO

WATER LINE SIZE AND

FIELD VERIFY EXIST.

6" WATER LINE

UNDER THE FUTURE PROJECT

LINE TO BE CONSTRUCTED

THIS SECTION OF WATER

BETWEEN THE TWO SEGMENTS

THE FINAL CONNECTION

CONTRACTOR TO COMPLETE

CAP IT HERE FOR THE BLDG 406

CONSTRUCT WATER LINE AND

FIRE HYDRANT

FIRE HYDRANT

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6" WATER

UNDER THE FUTURE PROJECT

LINE TO BE CONSTRUCTED

THIS SECTION OF WATER

BETWEEN THE TWO SEGMENTS

THE FINAL CONNECTION

CONTRACTOR TO COMPLETE

CAP IT HERE FOR THE BLDG 406

CONSTRUCT WATER LINE AND

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NN

SCALE: 1" = 20' - 0"

20' 40'0

ADEQUATELY CONVEY FLOW.

VERIFY EXISTING UTILITIES AND STRUCTURES ARE CLEAR AND FREE OF OBSTRUCTIONS AND WILL

WHEN CONNECTING NEW UTILITIES TO EXSITING UTILITIES/STRUCTURES, CONTRACTOR MUST 3.

CONTRACTOR MUST VERIFY THAT ABANDONED UTILITIES ARE NOT IN USE.

2. ABANDONED UTILITIES INTERFERING WITH NEW UTILITIES AND STRUCTURES MAY BE REMOVED.

SPECIFICATIONS AND INSIDE PIPE DIAMETER REQUIREMENTS.

CONTRACTOR SHALL MAKE SURE ALL PIPES INSTALL ON THIS PLAN SHALL MEET THE

1. THE PIPE SIZES FOR WATER ON THIS PLAN ARE BASED ON THE INSIDE PIPE DIAMETER.

GENERAL NOTES:

A

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