W912HN-18-R-3002_AMD4_V1.pdf

PDF 3 MB Posted Mar 28, 2018

Attached to: Construction of a Standard Design Access Control Point (ACP), Project Number 70677, Ft. Gordon, GA
Solicitation number: W912HN18R3002
Issued by: Department of the Army Corps of Engineers Engineering District Savannah

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W912HN-18-R-3002 AMD4 DRAWINGS VOL1

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18R3002vol1.PDF	PDF	Jun 5, 2018
amd7.pdf	PDF	Jun 5, 2018
W912HN-18-R-3002_AMD6_V2.PDF	PDF	May 31, 2018
W912HN-18-R-3002_AMD6_V1.PDF	PDF	May 31, 2018
18R3002vol3.PDF	PDF	May 31, 2018
18R3002vol1.PDF	PDF	May 31, 2018
W912HN-18-R-3002_AMD6_V3.PDF	PDF	May 31, 2018
amd6.pdf	PDF	May 31, 2018
18R3002vol2.PDF	PDF	Apr 5, 2018
amd5.pdf	PDF	Apr 5, 2018
W912HN-18-R-3002_AMD5_V1.PDF	PDF	Apr 5, 2018
W912HN-18-R-3002_AMD5_V3.PDF	PDF	Apr 5, 2018
18R3002vol1.PDF	PDF	Apr 5, 2018
18R3002vol3.PDF	PDF	Apr 5, 2018
18R3002vol1.PDF	PDF	Mar 28, 2018
W912HN-18-R-3002_AMD4_V2.pdf	PDF	Mar 28, 2018
W912HN-18-R-3002_AMD4_V3.pdf	PDF	Mar 28, 2018
amd4.pdf	PDF	Mar 28, 2018
18R3002vol3.PDF	PDF	Mar 28, 2018
18R3002vol2.PDF	PDF	Mar 28, 2018
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18R3002vol1.PDF	PDF	Mar 27, 2018
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amd2.pdf	PDF	Mar 21, 2018
W912HN18R3002_Amd_0001.pdf	PDF	Mar 12, 2018
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amd1.pdf	PDF	Mar 9, 2018
W912HN-18-R-3002_V3.pdf	PDF	Feb 26, 2018
18R3002vol3.PDF	PDF	Feb 26, 2018
W912HN-18-R-3000_V2B.PDF	PDF	Feb 26, 2018
W912HN-18-R-3000_V2A.PDF	PDF	Feb 26, 2018
W912HN-18-R-3002_V1.pdf	PDF	Feb 26, 2018
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SHEET KEYNOTES

86’ ATFP SETBACK LINE13.

46’ MANUAL DOUBLE SWING GATE12.

CURB11.

INHABITED BUILDING DISTANCE10.

TYPICAL PARKING SPACE 9’X18’9.

ENTRANCE GUTTER8.

CONCRETE SIDEWALK7.

ASPHALT PAVEMENT6.

STORMWATER POND5.

PASSIVE VEHICLE BARRIER (POST/CABLE/FENCE)4.

CONCRETE PAVEMENT3.

CURB AND GUTTER2.

EXISTING DIRT ROAD1.

WRONG WAY DETECTOR20.

19. PARKING LOT ASPHALT

18. HANDICAP PARKING SPACES FLUSH WITH SIDEWALK

17. GUARDRAIL

16. TRUCK REFUSAL ROAD

SEE CT SHEETS FOR ROADWAY PLANS15.

CROSSWALK14.

SWM

S M

M D

30’ 60’0

GENERAL SHEET NOTES

C A

B G

CS105

SCALE: 1" = 30’

CONVENTIONAL PARKING SPACES

VCC PARKING LOT PRIVIDES 4 HANDICAP ACCESSIBLE AND 96 2.

ABBREVIATIONS.

SEE SHEET C-001 FOR NOTES AND LEGENDS AND G-008 FOR1.

E P

L A

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

A N

S I

E N

A M

S A

V A

N N

A H D

T R

E S

T O

G L E

T H

O R

P E A

V E

N U

S A

V A

N N

A H G

E O

R G

A E

C O

M T

E C

H N

O L

O G

Y C

O R

S J E

F F

E R

S O

N S

T R

E E

T S

R O

A N

O K

of Engineers

US Army Corps fi

F O

R T G

O R

D O

G E

O R

A C

C E

S C

O N

T R

O L P

F Y

C A

T E

G O

R Y C

O D

-1

-0

ISSUED FOR CONSTRUCTION

H N -1

-R -3

PVSC

S A S

W W

D N

(SE

E C -5

R D

THI

CK C

ONCRE

(SE

E C -5

R D

THI

CK C

ONCRE

(SE

E C -5

R D

THI

CK C

ONCRE

(SE

E C -5

R D

THI

CK C

ONCRE

BMP-2

C B

H H

THH-02

CB CB

E V

E D I

N A

C C

O R

D A

N C

E W

H A

M E

N D

M E

N T

MATCH

LIN

- F

CONT

SEE

CS1

MATCH LINE - FOR CONT SEE SH CS104

SHEET KEYNOTES

28. TRANSFORMER

27. TRUCK REFUSAL ROAD

20’X12’ CONCRETE GENERATOR PAD26.

86’ ATFP SETBACK LINE25.

FIRE HYDRANT24.

ANTI-RAM BARRIER23.

46’ MANUAL DOUBLE SWING GATE22.

SEE CT SHEETS FOR ROADWAY PLANS21.

6’ GATE20.

CURB19.

PAINTED PAVEMENT MARKINGS18.

BIKE RACKS17.

PASSIVE VEHICLE BARRIER (POST/CABLE)16.

GUARD RAIL (SEE CT SHEETS)15.

YARD HYDRANT14.

SEPTIC DRAIN FIELD13.

DROP ARM GATE12.

GUARD PARKING SPACES11.

CHASE VEHICLE PARKING SPACE10.

INHABITED BUILDING DISTANCE9.

STORMWATER POND8.

PASSIVE VEHICLE BARRIER (POST/CABLE/FENCE)7.

ENTRANCE GUTTER6.

CONCRETE SIDEWALK5.

ASPHALT PAVEMENT4.

CONCRETE PAVEMENT3.

CURB AND GUTTER2.

EXISTING DIRT ROAD1.

F L

O W

FLO

GENERAL SHEET NOTES

ABBREVIATIONS.

SEE SHEET C-001 FOR NOTES AND LEGENDS AND G-008 FOR1.

B G

CS106

TYP

E P

E D I

N A

C C

O R

D A

N C

E W

H A

M E

N D

M E

N T

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

A N

E N

A M

S A

V A

N N

A H D

T R

E S

T O

G L E

T H

O R

P E A

V E

N U

S A

V A

N N

A H G

E O

R G

C O

M T

E C

H N

O L

O G

Y C

O R

S J E

F F

E R

S O

N S

T R

E E

T S

R O

A N

O K

of Engineers

US Army Corps fi

F O

R T G

O R

D O

G E

O R

A C

C E

S C

O N

T R

O L P

F Y

C A

T E

G O

R Y C

O D

-1

-0

ISSUED FOR CONSTRUCTION

H N -1

-R -3

INSPECTION AREA

CARGO VEHICLE

VCC

GB (TYP)

IDCC

SAB

TSC S

A S

(SE

E C -5

R D

THI

CK C

ONCRE

(SE

E C -5

R D

THI

CK C

ONCRE

(SE

E C -5

R D

THI

CK C

ONCRE

(SE

E C -5

R D

THI

CK C

ONCRE

FF 456.0

FF 451.5

FF 453.5

15"

24"

24" 24"

15"

BMP-3

BMP-4

BMP-6

454.3 TC (TYP)

453.7 BC (TYP)

454.3 TC (TYP)

453.7 BC (TYP)

454.3 TC (TYP)

454.0 BC (TYP)

454.3

452.5

452.1

452.9

451.9

FLOW

CB6"

TRENCH DRAIN

F L

O W

FLOW

F L O

FLOW

1 4

U V

H H

U V

H H

TMH-28

TMH-29

THH-01

THH-03

THH-04

THH-05

F L

O W

FLOW

F L

O W

452.2

C B

S M

M D

106-11

106-10

106-7

106-9

106-8

106-17

106-16

106-20

106-18

106-19

106-6 106-12

106-14 106-13

106-15

106-3

106-4

106-5

106-26

106-25

106-24

106-23

106-21

106-22

106-27

106-30

106-29

106-28

106-31

MATCH

LIN

- F

CONT

SEE

CS1

MATCH LINE - FOR CONT SEE SH CS107

SHEET KEYNOTES

15. CURB

14. TRANSFORMER

13. CONCRETE PAVEMENT

12. STOPBAR. SEE CT809 AND C532 FOR SIGNS AND MARKING IN THIS AREA

11. GDOT STANDARD 9017J TYPE 3 SPILLWAY

SEE CT SHEETS FOR ROADWAY PLANS10.

TRAFFIC SIGNAL, POLE, AND MAST ARM9.

CHAIN LINK FENCE8.

16’X12’ CONCRETE GENERATOR PAD7.

9’ DOUBLE SWING GATE6.

ACTIVE VEHICLE BARRIER5.

INHABITED BUILDING DISTANCE4.

VEHICLE BARRIER

PASSIVE VEHICLE BARRIER (POST/CABLE) TO WITHIN 4 FEET OF ACTIVE 3.

CONCRETE SIDEWALK2.

EXISTING DIRT ROAD1.

B G

CS109

E P

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

A N

E N

A M

S A

V A

N N

A H D

T R

E S

T O

G L E

T H

O R

P E A

V E

N U

S A

V A

N N

A H G

E O

R G

C O

M T

E C

H N

O L

O G

Y C

O R

S J E

F F

E R

S O

N S

T R

E E

T S

R O

A N

O K

of Engineers

US Army Corps fi

F O

R T G

O R

D O

G E

O R

A C

C E

S C

O N

T R

O L P

F Y

C A

T E

G O

R Y C

O D

-1

-0

ISSUED FOR CONSTRUCTION

H N -1

-R -3

TMH-22

TMH-23

THH-6

GENERAL SHEET NOTES

ABBREVIATIONS.

SEE SHEET C-001 FOR NOTES AND LEGENDS AND G-008 FOR1.

E V

E D I

N A

C C

O R

D A

N C

E W

H A

M E

N D

M E

N T

M A T C

H L

E F

O R C

O N T S

E E S

H C

B G

CS400

80’ 160’0

SCALE: 1" = 80’

C O

N C

R E

T E J

T L

A Y

O U

V E

R A

L L P

L A

CS401

CS402

CS403

CS404

CS406

CS405

CS407

CS408

CS409

CS410

CS411

CS412

CONSTRUCTION JOINT (DOWELED)

THICKENED EDGE

INTEGRAL CURB

12" SLAB REINFORCED WITH 4 X 4 - W2.9 X W2.9 OR 6X6 - W4.0 X W4.0 WELDED WIRE FABRIC

8" SLAB REINFORCED WITH 4 X 4 - W2.0 X W2.0 OR 6X6 - W2.9 X W2.9 WELDED WIRE FABRIC

6" SLAB REINFORCED WITH 4 X 4 - W1.4 X W1.4 OR 6X6 - W2.0 X W2.0 WELDED WIRE FABRIC

FINISHED GRADE SPOT ELEVATION

GENERAL SHEET NOTES

ABBREVIATIONS.

SEE SHEET C-001 FOR NOTES AND LEGENDS AND G-008 FOR1.

+00.0

CONCRETE JOINT LEGEND

CONTRACTION JOINT (WITHOUT TIEBARS) OR CONSTRUCTION JOINT (DOWELED)

CONTRACTION JOINT (WITH TIEBARS) OR CONSTRUCTION JOINT (WITH TIEBARS)

THICKENED EDGE SLIP JOINT

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

A N

E N

A M

S A

V A

N N

A H D

T R

E S

T O

G L E

T H

O R

P E A

V E

N U

S A

V A

N N

A H G

E O

R G

C O

M T

E C

H N

O L

O G

Y C

O R

S J E

F F

E R

S O

N S

T R

E E

T S

R O

A N

O K

of Engineers

US Army Corps fi

F O

R T G

O R

D O

G E

O R

A C

C E

S C

O N

T R

O L P

F Y

C A

T E

G O

R Y C

O D

-1

-0

ISSUED FOR CONSTRUCTION

H N -1

-R -3

2’ (TYP)

2’ (

TYP

INSPECTION AREA

CARGO VEHICLE

VCC

GB (TYP)

IDCC

SAB

PVSC

TSC

S A S

W W

R E

E D I

N A

C C

O R

D A

N C

E W

H A

M E

N D

M E

N T

MATCH LINE - FOR CONT SEE SH CS402

A T

N N

D E

N E

D B

S U

B M

T E

D B

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

A N

E N

A M

S A

V A

N N

A H D

T R

E S

T O

G L E

T H

O R

P E A

V E

N U

S A

V A

N N

A H G

E O

R G

C O

M T

E C

H N

O L

O G

Y C

O R

S J E

F F

E R

S O

N S

T R

E E

T S

R O

A N

O K

F O

R T G

O R

D O

G E

O R

A C

C E

S C

O N

T R

O L P

F Y

C A

T E

G O

R Y C

O D

-1

-0

M A

J S

B G

H N -1

-R -3 of Engineers

US Army Corps

ISSUED FOR CONSTRUCTION

D E

S C

N M

A R

K D

A T

(STA. 103+00 TO STA. 114+02)

2:1

2:1 4:1

159+50 TO 163+00

STATION TO STATION

3'-6" 5'-6"

"W" BEAM GUARDRAIL

ASHP. CONC. CURB

PAVED SHLDR. EXT.

2:1

183+47.53 TO 185+80.66

STATION TO STATION

5'-6"3'-6" 2:1

2:1 6%

"W" BEAM GUARDRAIL

CURB TYPE 2

CONCRETE HEADER

2% 2%

FINISH GRADE

POINT OF

CURB TYPE 2

CONCRETE HEADER

2% 6%

4:1 2:1

103+00 TO 146+75

STATION TO STATION

5'-6" 3'-6"

PAVED SHLDR. EXT.

ASHP. CONC. CURB

"W" BEAM GUARDRAIL

(STA. 103+00 TO STA. 126+68)

159+50 TO 163+00

STATION TO STATION

BIKE LANE

4'-2"

16" RUMBLE STRIP

12" BUFFER

PAVED

6'-6"

SHOULDER

10'-0"

FORESLOPE

8'-0"

MIN. 2' DEPTH

DRY SWALE

4'-0"

CLEAR ZONE

18'-0"

LANE

13'-0"

GATE 6 ACCESS ROAD

RAISED MEDIAN

16'-0"

TOSTATION

109+00.00

187+48.99 200+53.14

184+60.93

STATION

LANE

13'-0"

LANE

12'-0"

12" BUFFER

BIKE LANE

4'-2"

16" RUMBLE STRIP

PAVED

6'-6"

SHOULDER

10'-0"

FORESLOPE

8'-0"

MIN. 2' DEPTH

DRY SWALE

4'-0"

CLEAR ZONE

18'-0"

(STA. 10+00 TO STA. 25+90)

2:1 4:1

6% 2%

CURB TYPE 2

CONCRETE HEADER

FINISH GRADE

POINT OF

21+35 TO 24+45

15+00 TO 19+25

STATION TO STATION

GUTTER TYPE 2

CONC. CURB AND

2% 4:1

4:1

6'-0"2'-6"14'-0" & VAR.

4:1

PAVEMENT LEGEND

12+25 TO 15+00

STATION TO STATION

"W" BEAM GUARDRAIL

VAR.

6'-0"

LANE

12'-0"

OUTBOUND LANES

STATION STATION

41+67.10

LANE

12'-0"

PAVED

6'-6"

16" RUMBLE STRIP

BIKE LANE

4'-2"

12" BUFFER

SHOULDER

10'-0"

FORESLOPE

8'-0"

CLEAR ZONE

18'-0"

MIN. 2' DEPTH

DRY SWALE

4'-0"

VARIABLE SLOPE

CURB TYPE 2

CONCRETE HEADER

34'-0"

ROUNDABOUT

CENTER OF

12TH STREET ROUNDABOUT

15TH STREET ROUNDABOUT

TOSTATION

185+14.96

201+06.64

STATION TO STATION

202+86.64

186+94.96

18'-0"

APRON

TRUCK

APRON

TRUCK

CURB TYPE 9

CONCRETE HEADER

38' & VAR.

VARIABLE SLOPE

ROADWAY

CIRCULATORY

4:1

MIN. 2' DEPTH

DRY SWALE

4' -0"

FORESLOPE

8'-0"

SHOULDER

10'-0"

CLEAR ZONE

18'-0"

PAVED

6'-6"

STATION

10+00.00

LANE

12' -0"

2% 6%

90' & VAR.

VARIABLE SLOPE

APRON

INNER

1' Min. & VAR.

(POST/CABLE/FENCE)

PASSIVE VEHICLE BARRIER

(POST/CABLE/FENCE)

PASSIVE VEHICLE BARRIER

(STA. 144+47 TO STA. 146+63)

(POST/CABLE)

PASSIVE VEHICLE BARRIER

(STA. 25+90 TO STA. 41+67)

(POST/CABLE)

PASSIVE VEHICLE BARRIER

(POST/CABLE/FENCE)

PASSIVE VEHICLE BARRIER

(STA. 126+68 TO STA. 146+63)

(POST/CABLE)

PASSIVE VEHICLE BARRIER

APRON DETAIL

SEE TRUCK

RECYL ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM MATL & H LIME (165 LB/SY)

RECYL ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME (220 LB/SY)

RECYL ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME (550 LB/SY)

GRADED AGGR BASE, INCL MATL (12 INCHES)

6 GRADED AGGR BASE, INCL MATL (6 INCHES)

7 DETAIL P7 - PAVEMENT EDGE TREATMENT

8 RECYL ASPH CONC 9.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM MATL & H LIME (165 LB/SY)

RECYL ASPH CONC 12.5 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME (220 LB/SY)

T Y

A L S

E C

N S

G A

T E A

C C

FOR DITCH INFORMATION

SEE CROSS SECTIONS

CUT SLOPE DITCH

PROPOSED TOP OF

D E

P T

2:1 2:1

144+50 TO 171+50

170+00 TO 178+00

STATION TO STATION

D E

P T

CUT SLOPE DITCH

PROPOSED TOP OF

FOR DITCH INFORMATION

SEE CROSS SECTIONS

FOR DITCH INFORMATION

SEE CROSS SECTIONS

FOR DITCH INFORMATION

SEE CROSS SECTIONS

CUT SLOPE DITCH

PROPOSED TOP OF

D E

P T

32+00 TO 40+25

FILLER

" JOINT2

#6@8"

SUBGRADE

COMPACTED FILLER

" JOINT2

NO SCALE

18'

TRUCK APRON DETAIL

IN SLAB, ALIGN RADIAL

CENTERED

#6@8"

CLASS A3 CONCRETE

CRUSHED STONE

TYPE 9

CONC. CURB

TYPE 2

CONC. CURB

1/4"

1/4" MIN. BELOW

PAVEMENT SURFACE

SEALANT

TOP OF SLAB

URETHANE FOAM ROD

CLOSED CELL POLY-

TO DEPTH, NOT LESS THAN

SHAPE FACTOR 2:1 WIDTH

1/4" NOT MORE THAN 1/2".

CONST. JOINT

JOINT WIDTH.

GREATER DIAMETER THAN

BACK-UP MATERIAL SHALL BE 25%

NO SCALE

JOINT SEALANT DETAIL

SHALL NOT BE DOWELED.

REINFORCING SHALL NOT CROSS CONTRACTION JOINTS. JOINTS

SPACING. SEE JOINT SEALANT DETAIL THIS SHEET.

RADIAL CONTRACTION JOINT REQUIRED WITH 15' MAXIMUM

NOTE:

CT3000

MILL & OVERLAY AREAS DETAIL

EXIST. PAVEMENT

15TH STREET

13TH STREET

12TH STREET

SHEETS FOR MILL AND OVERLAY LOCATIONS.

NOTE: SEE CT SHEETS AND CROSS-SECTION

G U

A C

T .d g n

*13' LANE INCLUDES 1' OFFSET TO CURB

E V

E D I

N A

C C

O R

D A

N C

E W

H A

M E

N D

M E

N T

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