W9127819R0076 Solicitation - AM02 DRAWINGS.pdf

PDF 3 MB Posted Dec 5, 2019

Attached to: Design-Bid-Build Walter F. George (WFG) Long Term Riprap Repair - Walter F. George Dam, Chattahoochee River, AL and GA
Solicitation number: W9127819R0076
Issued by: Department of the Army Corps of Engineers Engineering District Mobile

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation document is for a design-bid-build construction project to repair the upstream armored face on two non-overflow earthen dikes at Walter F. George Dam on the Chattahoochee River in Alabama and Georgia. The project is estimated to cost between $25-100 million and will be awarded as a firm fixed price C-type contract.

The work will be completed in three phases, with Phase I involving removal and replacement of existing armor stone and bedding stone from elevation 186-190 feet over a six week period when the reservoir is lowered. Phase II will remove and replace existing armor stone from elevation 190-205 feet during normal pool levels. Phase III will reconstruct pavements on impacted haul roads and stabilize laydown areas in Alabama and Georgia. The solicitation will be available for download on October 29, 2019, with responses due in early 2020 and work anticipated for completion in 2022. The North American Industry Classification System code for this project is 237990.

View the file

Other files

File	Type	Posted
W9127819R0076 Solicitation - AM02.pdf	PDF	Dec 5, 2019
W9127819R0076 Sign-in Sheet for Pre-Proposal Conference.pdf	PDF	Nov 18, 2019
W9127819R0076 Pre-Proposal Conference Slides.pdf	PDF	Nov 18, 2019
W9127819R0076_AM01.pdf	PDF	Nov 14, 2019
W9127819R0076_EM_385-1-1.pdf	PDF	Nov 14, 2019
W9127819R0076_DRAWINGS.pdf	PDF	Nov 14, 2019
W9127819R0076 Solicitation.pdf	PDF	Nov 14, 2019

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

US Army Corps of Engineers

MOBILE DISTRICT

109 SAINT JOSEPH STREET

MOBILE AL 36602

WALTER F. GEORGE (WFG) LONG TERM RIPRAP REPAIR

WALTER F. GEORGE DAM, CHATTAHOOCHIE RIVER,

HENRY COUNTY ALABAMA AND CLAY COUNTY GEORGIA

OCTOBER 2019

MOBILE DISTRICT PROJECT CODE : CHC19007

SOLICITATION NUMBER : W9127819R0076

AMENDMENT 0002

G-001

C O

N G

C O

N N

O R C H

dw g

F . G

G E

L O

N G

M R

N O

- C H

C R

O N

K D

US Army Corps of Engineers

SHEET ID

N N

D B

C O

N O

U .S

. A R

M Y

C O

O F

R S

M O

T M

, A

M A

C H

D B

D R

B Y:

2 3 4 5 6 7 8 9 10

T N

U M

E D

TITLE

G-001 INDEX OF SHEETS

C-001 LOCATION/VICINITY MAP

C-002 ABBREVIATIONS

C-003 LEGEND

C-004 GENERAL NOTES

GC101 KEY PLAN

GC102 HAUL ROUTE & ADVANCED SIGNAGE PLAN

VH101 EXISTING CONDITIONS - ALABAMA

VH102 EXISTING CONDITIONS - ALABAMA

VH103 EXISTING CONDITIONS - ALABAMA

VH104 EXISTING CONDITIONS - ALABAMA

VH105 EXISTING CONDITIONS - GEORGIA

VH106 EXISTING CONDITIONS - GEORGIA

VF101 ALABAMA LAYDOWN SITE - EXISTING CONDITIONS

VF102 GEORGIA LAYDOWN SITE - EXISTING CONDITIONS

VF103 EXISTING CONDITIONS - TAYLOR ROAD

VF701 SURVEY MONUMENTATION

CD101 RIPRAP DEMOLITION PLAN

CD102 RIPRAP DEMOLITION PLAN

CD103 RIPRAP DEMOLITION PLAN

CD104 RIPRAP DEMOLITION PLAN

CD105 RIPRAP DEMOLITION PLAN

CD106 RIPRAP DEMOLITION PLAN

CD120 BMP-LAYDOWN SITE- ALABAMA

CD121 BMP-LAYDOWN SITE-GEORGIA

CD301 SITE DEMOLITION CROSS SECTIONS - ALABAMA

CD302 SITE DEMOLITION CROSS SECTIONS - ALABAMA

CD303 SITE DEMOLITION CROSS SECTIONS - ALABAMA

CD304 SITE DEMOLITION CROSS SECTIONS - ALABAMA

CD305 SITE DEMOLITION CROSS SECTIONS - ALABAMA

CD306 SITE DEMOLITION CROSS SECTIONS - ALABAMA

CD307 SITE DEMOLITION CROSS SECTIONS - ALABAMA

CD308 SITE DEMOLITION CROSS SECTIONS - ALABAMA

CD309 SITE DEMOLITION CROSS SECTIONS - ALABAMA

CD310 SITE DEMOLITION CROSS SECTIONS - ALABAMA

CD311 SITE DEMOLITION CROSS SECTIONS - ALABAMA

CD312 SITE DEMOLITION CROSS SECTIONS - ALABAMA

CD313 SITE DEMOLITION CROSS SECTIONS - ALABAMA

CD314 SITE DEMOLITION CROSS SECTIONS - ALABAMA

CD315 SITE DEMOLITION CROSS SECTIONS - ALABAMA

CD320 SITE DEMOLITION CROSS SECTIONS - GEORGIA

CD321 SITE DEMOLITION CROSS SECTIONS - GEORGIA

CD322 SITE DEMOLITION CROSS SECTIONS - GEORGIA

TITLE

CD323 SITE DEMOLITION CROSS SECTIONS - GEORGIA

CD324 SITE DEMOLITION CROSS SECTIONS - GEORGIA

CD325 SITE DEMOLITION CROSS SECTIONS - GEORGIA

CD326 SITE DEMOLITION CROSS SECTIONS - GEORGIA

CD327 SITE DEMOLITION CROSS SECTIONS - GEORGIA

CD328 SITE DEMOLITION CROSS SECTIONS - GEORGIA

CD501 EXISTING WFG DAM CROSS SECTIONS

CD502 WFG DAM PHASE I DEMOLITION

CD503 WFG DAM PHASE II DEMOLITION

CD504 WFG DAM CONSTRUCTED RIPRAP REPAIR

CD505 ALABAMA AND GEORGIA TYPICAL LAYDOWN DEMOLITION SITE SECTIONS

CD506 BMP DETAILS

CS101 LAYDOWN SITE - ALABAMA ACTIVE AND POST CONSTRUCTION

CS102 LAYDOWN SITE - GEORGIA ACTIVE CONSTRUCTION PHASE

CS103 LAYDOWN SITE - GEORGIA POST CONSTRUCTION PHASE

CS501 ALABAMA AND GEORGIA TYPICAL LAYDOWN SITE SECTIONS

CP101 PAVING PLAN, OVERVIEW, ENLARGEMENT KEY PLAN AND PAVING SCHEDULE

CP201 PAVING PLAN & PROFILE - TAYLOR ROAD ENLARGEMENT

CP202 PAVING PLAN & PROFILE - TAYLOR ROAD ENLARGEMENT

CP301 ROADWAY TYPICAL SECTIONS

CP302 ROADWAY TYPICAL SECTIONS - TAYLOR ROAD

CP401 INTERSECTION ENLARGEMENT PLAN

CP402 PAVING PLAN - AL LAYDOWN ENLARGEMENT

CP403 PAVING PLAN - GA LAYDOWN ENLARGEMENT

CP501 GUARDHOUSE ENLARGEMENT AND CIVIL DETAILS

CP502 TRAFFIC CONTROL DETAILS

CP503 GUARDRAIL DETAILS

CP700 BORING LAYOUT

SHEET

REF.

SHEET

REF.

2, S

N C

. 2

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

N 410630.66 E 896738.45

N 410344.52 E 896887.32

N 410290.05 E 896855.45

N 409945.03 E 897126.31

N 410012.03 E 897218.46

N 410257.29 E 897032.57

N 410403.71 E 897120.75

N 410621.03 E 897252.10

N 410745.21 E 896993.45

CD505

E1 C

PLAN NORTH

SCALE:

50' 100'50

1"=50'

0 CD121

- L

D O

N W

- G

C O

N G

C O

N N

O R C H

dw g

F . G

G E

L O

N G

M R

N O

- C H

C R

O N

K D

US Army Corps of Engineers

SHEET ID

N N

D B

C O

N O

U .S

. A R

M Y

C O

O F

R S

M O

T M

, A

M A

C H

D B

D R

B Y:

2 3 4 5 6 7 8 9 10

T N

U M

E D

EXIST. TIRE

WAREHOUSE

KEYED NOTES:

1 CONSTRUCTION ENTRANCE

2 SET SAFETY CONSTRUCTION FENCE 5'

OUTSIDE PIEZOMETERS.

3 TREE PROTECTION

4 EXISTING PIEZOMETERS, TO REMAIN

5 STRIP 4" TOPSOIL AND STOCKPILE ON SITE

FOR REUSE.

6 CONSTRUCTION LIMITS

7 EXISTING TREE LINE

8 OPTIONAL GEORGIA LAYDOWN AREA 1

(88,000 SQ. FT.)

9 OPTIONAL GEORGIA LAYDOWN AREA 2

(50,000 SQ. FT)

10 EXISTING RIPRAP STOCKPILE, TO REMAIN

11 EXISTING SECURITY GATE, TO REMAIN

12 SILT FENCE

13 EXISTING OVERHEAD ELECTRICAL, TO

REMAIN

GENERAL NOTES:

1. SEE SHEET C-002 FOR ABBREVIATIONS

2. SEE SHEET C-003 FOR EXISTING LEGEND

3. SEE SHEET C-004 FOR EXISTING NOTES

4. SEE SHEET CD506 FOR BMP DETAILS

5. CONTRACTOR SHALL MINIMIZE DISTURBANCE

TO NO MORE THAN ONE ACRE AT A TIME.

HOWEVER, IF MORE THAN 1 ACRE OF

DISTURBANCE IS REQUIRED THE CONTRACTOR

WILL PREPARE ADDITIONAL PERMITTING

DOCUMENTS AS REQUIRED BY GA LOCAL AND

STATE STANDARDS PRIOR TO ADDITIONAL

DISTURBANCE AND COORDINATE PERMITTING

THROUGH THE COR.

6. ADDITIONAL RIPRAP ARMOR STONE STOCK PILE

AREA AVAILABLE. CONTRACTOR SHALL

COORDINATE LIMITS OF AREA PRIOR TO

PLACEMENT.

CD505

CD502

CD505

CD502

TAYLOR RD

O R

R D

TO W

FG DAM RD11

SEE NOTE 6

W C

-2

2, S

N C

. 2

E O

A 2 3 2 3

REQUIRED LIMITS OF

DISTURBANCEHALL ROAD; WIDTH VARIES

E O

REQUIRED LIMITS OF

REMOVAL & STOCKPILEHALL ROAD; WIDTH VARIES

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

4 5

3 3

F . G

G E

L O

N G

M R

N O

- C H

C R

O N

K D

US Army Corps of Engineers

SHEET ID

N N

D B

C O

N O

U .S

. A R

M Y

C O

O F

R S

M O

T M

, A

M A

C H

D B

D R

B Y:

2 3 4 5 6 7 8 9 10

T N

U M

E D

CD505

R G

O W

N D

O N

N S

C O

O N

C O

N N

O R C H

dw g

SHEET NOTES:

1. SEE SHEET C-002 FOR ABBREVIATIONS

2. SEE SHEET C-003 FOR PROJECT LEGEND

3. SEE SHEET C-004 FOR PROJECT NOTES

4. CONTRACTOR IS REQUIRED TO VIDEO EXISTING CONDITIONS OF LAYDOWN AREAS.

5. CONTRACTOR SHALL STOCKPILE TOPSOIL STRIPPING INSIDE THE LAYDOWN AREA LIMITS AS SHOWN ON SHEETS CS101 AND CS102.

ADDITIONAL AREAS ARE AVAILABLE, CONTRACTOR SHALL COORDINATE WITH COR FOR LOCATIONS.

6. THE ALABAMA ACTIVE CONSTRUCTION CONDITIONS FOR THE LAYDOWN AREA WILL REMAIN AS CONSTRUCTED FOR POST CONSTRUCTION

CONDITIONS.

7. CONTRACTOR SHALL REMOVE GRADED CRUSHED AGGREGATE BASE COURSE FROM GEORGIA LAYDOWN AREA AND STOCKPILE WITHIN

THE GEORGIA LAYDOWN AREA PER COR.

8. CONTRACTOR SHALL STRIP AND REMOVE THE FIRST 2" OF IN SITU VEGETATION. CONTRACTOR SHALL STOCKPILE REMAINDER OF 2" AS

AVAILABLE TOPSOIL.

ROADWAY MATERIALS DESIGN LEGEND

DESIGNATION THICKNESS DESCRIPTION

A VARIES EXISTING ROAD &/OR ROAD BED

2 2-INCHES TOPSOIL STRIPPING & STOCK PILE

3 2-INCHES UNCLASSIFIED EXCAVATION

4 6-INCH REMOVE GRADED CRUSHED AGGREGATE BASE AND

STOCKPILE PER COR APPROVAL

5 - REMOVE GEOTEXTILE FABRIC

CL POWERHOUSE RD AND

TAYLOR RD

CL POWERHOUSE RD AND

TAYLOR RD

SCALE:B1 GEORGIA LAYDOWN PRE-POST CONSTRUCTION PHASE

NOT TO SCALE

SCALE:E1 ALABAMA / GEORGIA LAYDOWN DEMOLITION PHASE

NOT TO SCALE

FOR LAYDOWN AREA SEE SHEETS CD120 / CD121

FOR LOCATIONS

2, S

N C

. 2

X X

X X X X

X X

X X X X X X X X X X

X X

N 408903.24 E 895789.26

N 408824.61 E 895549.98

N 408577.04 E 895810.76

N 408656.14 E 896140.99

N 408840.98 E 896246.46

N 409020.92 E 896032.29

N 409121.74 E 895757.47

N 408875.64 E 895742.68

X X X X

X X

X X X X X X X X X X

X X

N 408938.10 E 895646.10

N 408609.12 E 895761.51

N 408654.66 E 895859.50

CS501

556+00

557+00

558+00

559+00

560+00

561+00

562+00

563+00

564+00

565+00

566+00 566+38.57

600+00

PLAN NORTH

SCALE:

50' 100'50

1"=50'

0 CS101

O N

W S

A N

D P

C O

R U

O N

C O

N G

C O

N N

O R C H

.d w g

F . G

G E

L O

N G

M R

N O

- C H

C R

O N

K D

US Army Corps of Engineers

SHEET ID

N N

D B

C O

N O

U .S

. A R

M Y

C O

O F

R S

M O

T M

, A

M A

C H

D B

D R

B Y:

2 3 4 5 6 7 8 9 10

T N

U M

E D

POWER HOUSE RD

EXISTING STORAGE BUILDING

BLD#

WC-248

BLD#

WC-58

SEE GENERAL NOTE 6

KEYED NOTES:

1 CONSTRUCTION LIMITS

2 ALABAMA LAYDOWN AREA (207,000 SQ. FT.)E

3 RELOCATED NJ BARRICADES

4 EXISTING SANITARY SEWER DRAIN FIELD LINE

(DO NOT DISTURB)

GENERAL NOTES:

1. SEE SHEET C-002 FOR ABBREVIATIONS

2. SEE SHEET C-003 FOR EXISTING LEGEND

3. SEE SHEET C-004 FOR EXISTING NOTES

4. SEE SHEET CD506 FOR BMP DETAILS

5. FINAL GRADING OF SITE WILL MATCH EXISTING

CONDITIONS AND ORIGINAL FLOW PATTERNS. SEE

SHEET VF101 FOR EXISTING CONDITIONS

6. PUBLIC RESTROOMS OFF LIMITS DURING

CONSTRUCTION

7. SEE CD120 FOR REQUIRED BMP'S FOR ACTIVE

CONSTRUCTION .

8. SEE SHEET VF101 FOR SITE CONTOURS.

CONTOURS SHOWN AT 1 FT.CONTRACTOR WILL

MATCH GRADES FOR POST CONSTRUCTION

CONDITIONS.

9. CONTRACTOR SHALL STOCKPILE ALL

CONSTRUCTION MATERIAL WITHIN THE LAYDOWN

AREA LIMITS. ADDITIONAL AREAS MAY BE AVAILABLE.

CONTRACTOR SHALL COORDINATE WITH COR FOR

USE AND LOCATION.

10. FOR BMP IMPLEMENTATION AND MINIMUM

REQUIREMENTS SEE SHEET CD120 FOR

INFORMATION.

11. FOR PAVING REQUIREMENTS SEE SHEET CP101

SEWER COVER

SEWER PIPE

UNDERGROUND

UTILITY MARKERS

VARIABLE SLOPE

NON-WOVEN GEOTEXTILE

B B

D D

PLAN VIEW

SECTION B-B

RIPRAP APRON

INSET 1

SEE INSET 1

FOR DETAIL

ORIGINAL GROUND

MIN

O U

C C

R D

REQUIRED CLASS II

RIPRAP PER ALDOT

SPECIFICATIONS

WFG RIPRAP APRON KEY

L = 10' D = 18"

CS501

SEE NOTE 11

CS501

2, S

N C

. 2

CS501

AMENDMENT 0002

AutoCAD SHX Text X150.5

AutoCAD SHX Text X150.6

AutoCAD SHX Text X150.7

X X

N 410630.66 E 896738.45

N 410344.52 E 896887.32

N 410290.05 E 896855.45

N 409945.03 E 897126.31 N 410012.03

E 897218.46

N 410257.29 E 897032.57

N 410403.71 E 897120.75

N 410621.03 E 897252.10

N 410745.21 E 896993.45

CS501

E1 C

S501

708+00

709+00

710+00

711+00

712+00

713+00

714+00

715+00

716+00

717+00

718+00

719+00

720+00

N 409782.08 E 897199.36

N 409761.31 E 897169.63

N 410011.85 E 896941.25

N 410117.40 E 896955.22

CS501

B1 C

CD505

PLAN NORTH

SCALE:

50' 100'50

1"=50'

0 CS102

O N

W S

- G

R G

C O

R U

O N

P H

C O

N G

C O

N N

O R C H

.d w g

F . G

G E

L O

N G

M R

N O

- C H

C R

O N

K D

US Army Corps of Engineers

SHEET ID

N N

D B

C O

N O

U .S

. A R

M Y

C O

O F

R S

M O

T M

, A

M A

C H

D B

D R

B Y:

2 3 4 5 6 7 8 9 10

T N

U M

E D

TIRE WAREHOUSE

(SEE NOTE 9)

TREE LINE

KEYED NOTES:

1 CRUSHED AGGREGATE SURFACING (ACTIVE

CONSTRUCTION) (SEE NOTE 10)

2 EXISTING PIEZOMETERS, TO REMAIN

3 EXISTING RIPRAP ARMOR STONE STOCKPILE,

TO REMAIN

4 EXISTING SECURITY GATE, TO REMAIN

5 PRIMARY RIPRAP ARMOR STONE STOCKPILE,

LOCATION 1, 12 FT. STACK HEIGHT (MAX.), 8 FT.

PREFERRED

6 PHASE II STAGING AREA FOR EXISTING

RIPRAP ARMOR STONE.(SEE NOTE 8)

7 PHASE II OPTIONAL STAGING AREA FOR EXISTING

RIPRAP ARMOR STONE.(SEE NOTE 7)

8 EXISTING RIPRAP STOCKPILE EXPANSION AREA,

SEE NOTE 7

9 CONSTRUCTION LIMITS / LAYDOWN AREA

10 EXISTING LOCK SECTION MONUMENT, TO REMAIN

GENERAL NOTES:

1. SEE SHEET C-002 FOR ABBREVIATIONS

2. SEE SHEET C-003 FOR EXISTING LEGEND

3. SEE SHEET C-004 FOR EXISTING NOTES

4. SEE SHEET CD502 FOR BMP DETAILS

5. CONTRACTOR SHALL REMOVE GRAVEL

SURFACING AND STOCKPILE FOR USERS FUTURE

USE. CONTRACTOR SHALL COORDINATE WITH COR

FOR STOCKPILE LOCATION.

6. CONTRACTOR, AFTER GRAVEL REMOVAL, SHALL

SEED ANY DISTURBED AREA WITH STATE OF

GEORGIA WILD FLOWER MIX, SEE SEEDING

SPECIFICATION FOR ADDITIONAL INFORMATION

7. ADDITIONAL AREA AVAILABLE FOR RIPRAP

ARMOR STONE STOCKPILE. CONTRACTOR SHALL

COORDINATE THROUGH THE COR FOR LIMITS AND

PLACEMENT.

8. ADDITIONAL RIPRAP ARMOR STONE STOCKPILE,

PHASE II, 12 FT. STACK HEIGHT(MAX.) 8FT.

PREFERRED

9. CONTRACTOR SHALL MAINTAIN ACCESS TO THE

TIRE WAREHOUSE THROUGHOUT THE LIFE OF THE

PROJECT.

10. CRUSHED AGGREGATE SURFACE MAY BE USED

IN THE RECONSTRUCTION OF THE HAUL ROUTES

AS BASE MATERIAL. MATERIAL SHALL BE

AVAILABLE FOR USE UPON COMPLETION AND

ACCEPTANCE OF PHASE I AND PHASE II REPAIR

WORK.

TAYLOR RD.

TO W

FG DAM RD

'-0

10'-0"

SPECIAL HATCH LEGEND:

PHASE II STAGING AREA FOR

EXISTING RIPRAP ARMOR

STONE

PHASE II OPTIONAL STAGING

AREA FOR EXISTING RIPRAP

ARMOR STONE

2, S

N C

. 2

AMENDMENT 0002

153.5

X X

N 410630.66 E 896738.45

N 410344.52 E 896887.32

N 410290.05 E 896855.45

N 409945.03 E 897126.31

N 410012.03 E 897218.46

N 410257.29 E 897032.57

N 410403.71 E 897120.75

N 410621.03 E 897252.10

N 410745.21 E 896993.45

CS501

C S501

708+00

709+00

710+00

711+00

712+00

713+00

714+00

715+00

716+00

717+00

718+00

719+00

720+00

N 409761.31 E 897169.63

N 409782.08 E 897199.36

N 410011.85 E 896941.25

N 410117.40 E 896955.22

CS501

PLAN NORTH

SCALE:

50' 100'50

1"=50'

0 CS103

O N

W S

- G

R G

O N

U C

N P

C O

N G

C O

N N

O R C H

.d w g

F . G

G E

L O

N G

M R

N O

- C H

C R

O N

K D

US Army Corps of Engineers

SHEET ID

N N

D B

C O

N O

U .S

. A R

M Y

C O

O F

R S

M O

T M

, A

M A

C H

D B

D R

B Y:

2 3 4 5 6 7 8 9 10

T N

U M

E D

BLD#

WC-???

TREE LINE

KEYED NOTES:

1 WILD FLOWER AREA ( POST CONSTRUCTION)

2 EXISTING PIEZOMETERS, TO REMAIN

3 8' SOLID SOD STRIP

4 EXISTING FENCE, TO REMAIN

GENERAL NOTES:

1. SEE SHEET C-002 FOR ABBREVIATIONS

2. SEE SHEET C-003 FOR EXISTING LEGEND

3. SEE SHEET C-004 FOR EXISTING NOTES

4. SEE SHEET CD502 FOR BMP DETAILS

5. CONTRACTOR SHALL REMOVE GRAVEL

SURFACING AND STOCKPILE FOR GOVERNMENT

USE. CONTRACTOR SHALL COORDINATE WITH COR

FOR FINAL STOCKPILE LOCATION.

6. CONTRACTOR, AFTER GRAVEL REMOVAL, SHALL

SEED ANY DISTURBED AREA WITH STATE OF

GEORGIA WILD FLOWER MIX, SEE SEEDING

SPECIFICATION FOR ADDITIONAL INFORMATION

TAYLOR RD.

TO W

FG DAM RD

SEE NOTE 5

SEE BID OPTION NOTE 1

SOLID SOD

WILD FLOWER

HATCH LEGEND:

2, S

N C

. 2

E O

REQUIRED LIMITS OF

DISTURBANCEHALL ROAD; WIDTH VARIES

XXXXXXXX

6 5 4

E O

REQUIRED LIMITS OF

DISTURBANCEHALL ROAD; WIDTH VARIES

8 9A 4

SOLID SOD

MATCH EXIST.

SHAPE & GRADE

E O

REQUIRED LIMITS OF

DISTURBANCEHALL ROAD; WIDTH VARIES

XXXXXXXX

6 5 4

WILD FLOWER SEED

MATCH EXIST.

SHAPE & GRADE

MATCH EXIST.

SHAPE & GRADE

EXIST. CRUSHED

AGGREGATE TO

REMAIN

CS501

R G

O W

N S

F . G

G E

L O

N G

M R

N O

- C H

C R

O N

K D

US Army Corps of Engineers

SHEET ID

N N

D B

C O

N O

U .S

. A R

M Y

C O

O F

R S

M O

T M

, A

M A

C H

D B

D R

B Y:

2 3 4 5 6 7 8 9 10

T N

U M

E D

SCALE:E1 SECTION - ALABAMA & GEORGIA LAYDOWN AREA (ACTIVE CONSTRUCTION)

NOT TO SCALE

SHEET NOTES:

1. SEE SHEET C-001 FOR ABBREVIATIONS

2. SEE SHEET C-003 FOR PROJECT LEGEND

3. SEE SHEET C-004 FOR PROJECT NOTES

4. CONTRACTOR IS REQUIRED TO VIDEO EXISTING CONDITIONS OF HAUL ROUTE AND WALTER F. GEORGE DAM ROAD PRIOR TO CONSTRUCTION. ROADS WILL BE MAINTAINED AT THE EXPENSE OF THE CONTRACTOR THROUGHOUT THE LIFE OF THE PROJECT.

5. FINAL GRADES AND GEOMETRY SHALL MATCH EXISTING CONDITIONS TO THE MAXIMUM EXTENT FEASIBLE.

6. NO SHOULDER WORK IS ANTICIPATED FOR THIS PROJECT OUTSIDE LAYDOWN AREA DISTURBANCE LIMITS, HOWEVER IF SHOULDERS ARE SCARRED OR RUTTED FROM CONSTRUCTION, CONTRACTOR SHALL ADD SOD TO AREAS AFFECTED, SHOULDER GRADES SHALL

BE MATCHED TO EXISTING CONDITIONS.

7. CONTRACTOR SHALL COORDINATE THE STOCK PILE LOCATION FOR THE GEORGIA LAYDOWN AREA, CRUSHED AGGREGATE

SURFACING.

8. CONTRACTOR SHALL USE EXISTING, STOCKPILED TOPSOIL PER SPECIFICATIONS.

9. SEPERATION GEOTEXTILE SHALL BE MIRAFI 140-N OR APPROVED EQUAL THAT MEETS REQUIREMENTS AS OUTLINED IN AASHTO M-288-06 FOR CLASS 3 APPLICATIONS. APPROVED EQUAL SHALL BE REVIEWED AND APPROVED BY THE COR OR A REPRESENTATIVE

OF THE COR.

SCALE:C1 SECTION - GEORGIA LAYDOWN AREA (POST CONSTRUCTION)

SCALE:A1 SECTION - ALABAMA LAYDOWN AREA (POST CONSTRUCTION)

NOT TO SCALE

2, S

N C

. 2

1 ROADWAY MATERIALS DESIGN LEGEND

DESIGNATION THICKNESS DESCRIPTION

1 VARIES EXISTING ROAD &/OR ROAD BED

2 4-INCHES TOPSOIL STRIPPING

3 2-INCHES UNCLASSIFIED EXCAVATION

4 --- UNDISTURBED SOIL

5 --- SEPARATION GEOTEXTILE

6 6-INCHES CRUSHED AGGREGATE BASE COURSE

8 --- SOLID SOD

9A 4-INCHES TOP SOIL (FROM STOCKPILE)

9B 6-INCHES TOP SOIL (FROM STOCKPILE) & WILD FLOWER SEED MIX

10 --- NEW ASPHALT MILL & OVERLAY; SEE ROADWAY PLANS

ALABAMA GEORGIA

ALABAMA

GEORGIA

P (CW35)

P (CW34)

P (CW33)

P (CW32)

P (CW30)

P (CW31)

P (30A)

P (29W)

P (CW28)

P (CW27)

P (CW26)

P (CW25)

P (CW24)

P (CW23)

P (CW34A)

P (CW22)

P (CW21)

P (CW20)

P (CW19)

P (CW18)

P (CW17)

P (CW16)

P (SW6)

LPP (CW4)

P (CW7)

P (LW9)

P (CW49A)

P (CW14)

P (CW8)

P (CW

48)

P (CW

P (CW39)

P (CW41)

P (CW40)

P (CW42)

HENRY CR 46

POWERHOUSE RD

TAYLOR RD

SEE SHEET CP402 FOR AREA ENLARGMENT

SEE SHEET CP403

FOR ENLARGMENT

EXISTING BRIDGE

SEE NOTE 4

STATE RO

UTE 10

WALTER F. GEORGE LOCK & DAM

TAYLOR RD ENTRY GATE

STA 738+50±

WALTER F. GEORGE (WFG)

DAM RD

POWERHOUSE ACCESS RD

(TO LAYDOWN SITE)

WALTER F. GEORGE

DAM ROAD (AL)

GEORGIA (GA) DAM

ACCESS RD

(TO LAYDOWN SITE)

POWERHOUSE RD

SECURITY

GATE HOUSE

CHATTAHOOCHEE RIVER

FORT

GAINES,

WFG

POWERHOUSE

WFG

LOCK & DAM

WALTER F. GEORGE RESERVOIR

CP402

CP403

CP201

SEE SHEETS CP201 AND CP202

FOR TAYLOR ROAD (FT. GAINES)

ROADWAY IMPROVEMENTS

136+01.42

73+54.75

75+00

80+00 85+00

90+00

95+00 100+00 105+00 110+00 115+00 120+00 125+00

130+00

135+00

505+00

510+00

515+00

520+00

525+00

530+00

535+00

540+00

545+00

550+00

555+00

560+00

565+00 566+38.57

753+93.75

705+00

710+00

715+00

720+00

725+00 730+00 735+00 740+00

745+00

750+00

605+00

610+0061 5+

-5+00

0+00

5+00

10+00

15+00

20+00

25+00

30+00

35+00

40+00

45+00

50+00

55+00

60+00 805+00

810+00

812+42

BEGIN RECONSTRUCT POWERHOUSE

RD AT NORTH EOP OF STATE ROUTE

STA 500+12±

CL-CL INTERSECTION

POWERHOUSE ROAD

STA 559+14±

POWERHOUSE ACCESS RD

STA 600+00

BEGIN PAVING POWERHOUSE

ACCESS RD

END POWERHOUSE ACCESS

RD PAVING AT SOUTH EOP OF

WFG DAM RD STA 624+42±

END WORK,

POWERHOUSE RD

AT WEST EOP OF

EXISTING ROAD

STA 566+38±

CL-CL INTERSECTION OF

WFG DAM RD (AL) STA 47+30±

POWERHOUSE ACCESS RD

STA 625+12±

END RECONSTRUCT AT

CONCRETE JOINT

WFG DAM RD (AL) STA 61+26±

END PAVING WFG DAM RD (AL)

STA 63+27±

AT POWERHOUSE CONCRETE

MONOLITHS

BEGIN WORK WFG DAM RD (AL)

AT CL INTERSECTION OF HENRY CR 46

STA -9+13±

BEGIN RECONSTRUCT AT

NORTH EOP OF HENRY CR 46

STA -9+01±

END WORK TAYLOR ROAD (FT. GAINES)

AT CL INTERSECTION OF EUFALA RD

STA 753+96±

BEGIN RECONSTRUCT TAYLOR ROAD

AT NORTH EDGE OF ASPHALT PARKING

STA 701+88

END MILL/REMOVE & OVERLAY, GA DAM

ACCESS RD AT SOUTH EDGE OF

WFG DAM RD (GA) STA 812+00±

CL- CL INTERSECTION

WFG DAM RD (GA); STA 86+65

GA DAM ACCESS RD; STA 812+42±

END WORK WFG DAM RD (GA)

AT CL INTERSECTION

OF EUFALA RD

STA 136+10±

END MILL/REMOVE & OVERLAY,

WFG DAM RD (GA)

AT NORTH EOP OF EUFALA RD

STA135+85±

BEGIN PROJECT GA DAM WFG RD (GA)

AT FACE OF CONCRETE

STA 75+87±

BEGIN RECONSTRUCT, WFG DAM RD (GA)

AT EDGE OF CONCRETE

STA 78+45±

STATE LINE

CP401

TO CITY OF

FT. GAINES

BEGIN MILL/REMOVE &

OVERLAY GA DAM ACCESS

RD AT NORTH EOP OF

TAYLOR RD (USACE)

STA 800+10±

BEGIN WORK POWERHOUSE RD AT CL

INTERSECTION OF STATE ROUTE 10

STA 500+00

END RECOSTRUCT

AT POWERHOUSE

RD STA 565+87±

C P202

END MILL/REMOVE & OVERLAY TAYLOR RD (FT. GAINES)

AT WEST EOP OF EUFALA RD TURNOUT

STA 753+57±

END TAYLOR RD (USACE)

BEGIN TAYLOR RD (FT.GAINES)

STA 738+50

END RECONSTUCT, WFG DAM RD (GA); STA 89+00

BEGIN MILL/REMOVE & OVERLAY

END RECONSTRUCT,

TAYLOR RD (USACE)

STA 707+25±

CP101

N G

, E

R G

N D

N G

S C

C O

N G

C O

N N

O R C H

W G

F . G

G E

L O

N G

M R

N O

- C H

C R

O N

K D

US Army Corps of Engineers

SHEET ID

N N

D B

C O

N O

U .S

. A R

M Y

C O

O F

R S

M O

T M

, A

M A

C H

D B

D R

B Y:

2 3 4 5 6 7 8 9 10

T N

U M

E D

PAVING SCHEDULE & ROAD DISPOSITION

ROADWAY NAME DETAIL ROADWAY NOTES RECONSTRUCT LIMITS MILL/REMOVE & OVERLAY LIMITS

WALTER F. GEORGE DAM

ROAD (AL) DETAIL A1/CP301 RE-CONSTRUCT; ESTABLISH STATIONING AT EXISTING CONCRETE

MONUMENTATION STARTING AT STA 2+00 STA. -9+01 THRU STA. 61+26

POWERHOUSE ACCESS ROAD

(TO LAYDOWN SITE) DETAIL F1/CP301 RE-CONSTRUCT; SEE CP402 FOR ENLARGMENT AND ADDITIONAL PAVING

REQUIREMENTS FOR THE ALABAMA LAYDOWN SITE STA. 600+00 THRU STA. 624+42

POWERHOUSE ROAD (HAUL

ROUTE) DETAIL F1/CP301 RE-CONSTRUCT; SEE CP501 FOR DETAILS OF SECURITY GATE HOUSE

ACCESS LIMITATIONS STA. 500+12 THRU STA. 565+86

WALTER F. GEORGE DAM

ROAD (GA) DETAIL A7/CP301 RE-CONSTRUCT AND MILL/REMOVE AND OVERLAY; ESTABLISH

STATIONING AT EXISTING CONCRETE MONUMENTATION STA. 78+45 THRU STA. 89+00 STA. 89+00 THRU 135+85

GA DAM ACCESS ROAD

(TO LAYDOWN SITE) DETAIL D1/CP301 MILL/REMOVE AND OVERLAY; SEE CP402 FOR ENLARGMENT AND

ADDITIONAL PAVING REQUIREMENTS FOR THE GEORGIA LAYDOWN SITE STA. 800+10 THRU 812+00

TAYLOR ROAD (USACE) DETAILS F1, D1/CP301 RE-CONSTRUCT AND MILL/REMOVE AND OVERLAY; SEE CP403 FOR ADDITIONAL PAVING AND REQUIREMENTS STA. 701+88 THRU STA. 707+25 STA. 707+25 THRU 738+50

TAYLOR ROAD (FT. GAINES) SEE SHEET CP302 ROADWAY IMPROVEMENTS; SEE CP201 THRU CP202 FOR ADDITIONAL

REQUIREMENTS STA. 738+50 THRU 753+57

GENERAL NOTES:

1. SEE SHEET C-002 FOR ABBREVIATIONS.

2. SEE SHEET C-003 FOR PROJECT LEGEND.

3. SEE SHEET C-004 FOR PROJECT NOTES.

4. CONTRACTOR SHALL VERIFY EXISTING ROAD AND BRIDGE TONNAGE FOR HAUL ROUTES PRIOR TO CONSTRUCTION.

5. POWERHOUSE ROAD SECURITY GATE HOUSE HAS LIMITED LATERAL WIDTH FOR CONSTRUCTION TRAFFIC. ANY OVERSIZED VEHICLES OVER 12' MUST USE WFG ENTRANCE AT INTERSECTION OF HENRY CR46. SEE SHEET CP401 FOR DETAILS.

6. CONTRACTOR SHALL MAINTAIN HAUL ROADS THOUGH THE DURATION OF CONSTRUCTION.

7. CONTRACTOR SHALL COORDINATE WITH COR AND CITY OF FORT GAINS FOR ANY ROAD CLOSURES.

8. CONTRACTOR SHALL REFER TO CP700 "BORING LOCATION" FOR PAVEMENT CORING INFORMATION

CP401

CP501

PLAN NORTH

SCALE:

0500' 1000'500

1"=500'

2, S

N C

. 2

AMENDMENT 0002

AutoCAD SHX Text 27R

AutoCAD SHX Text 26R

AutoCAD SHX Text 25R

AutoCAD SHX Text 24R

AutoCAD SHX Text 23R

AutoCAD SHX Text 22R

AutoCAD SHX Text 21R

AutoCAD SHX Text 20R

AutoCAD SHX Text 19R

AutoCAD SHX Text 18R

AutoCAD SHX Text 17R

AutoCAD SHX Text 16R

AutoCAD SHX Text 15R

AutoCAD SHX Text 14R

AutoCAD SHX Text 13R

AutoCAD SHX Text 12R

AutoCAD SHX Text 11R

AutoCAD SHX Text 10R

AutoCAD SHX Text 9R

AutoCAD SHX Text 8R

AutoCAD SHX Text 7R

AutoCAD SHX Text 6R

AutoCAD SHX Text 5R

AutoCAD SHX Text 4R

AutoCAD SHX Text 3R

AutoCAD SHX Text 2R

AutoCAD SHX Text 1R

AutoCAD SHX Text 1L

AutoCAD SHX Text 2L

AutoCAD SHX Text 3L

AutoCAD SHX Text 4L

AutoCAD SHX Text 5L

AutoCAD SHX Text 6L

AutoCAD SHX Text 7L

AutoCAD SHX Text 8L

AutoCAD SHX Text 9L

AutoCAD SHX Text 10L

AutoCAD SHX Text 11L

AutoCAD SHX Text 12L

AutoCAD SHX Text 13L

AutoCAD SHX Text 14L

AutoCAD SHX Text 15L

AutoCAD SHX Text 16L

AutoCAD SHX Text 17L

AutoCAD SHX Text 18L

AutoCAD SHX Text 19L

AutoCAD SHX Text 20L

AutoCAD SHX Text 21L

AutoCAD SHX Text 22L

AutoCAD SHX Text

LOCK CHAMBER

AutoCAD SHX Text

CONTROL ROOM

AutoCAD SHX Text

SPILLWAY APRON

AutoCAD SHX Text

GATED SPILLWAY

AutoCAD SHX Text

POWER HOUSE

23L

G-001

Sheets and Views

Sheet 1 ANSI 'D'

Sheet 1

CD121

CD505

CS101

CS102

CS103

CS501

CP101

File details come from the government source that posted it. Updated Dec 5, 2019.