W912HN-15-R-0001_CIVIL2_AMD5.PDF

PDF 1 MB Posted Sep 25, 2015

Attached to: Raw Water Storage Impoundment (RWSI) Savannah Harbor Expansion Project (SHEP)
Solicitation number: W912HN-15-R-0001
Issued by: Department of the Army Corps of Engineers Engineering District Savannah

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Civil Drawings Vol 2 Amd 5

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15R01vol3.pdf	PDF	Sep 25, 2015
W912HN-15-R-0001_CIVIL1_AMD5.PDF	PDF	Sep 25, 2015
W912HN-15-R-0001_STRUCTURES1_AMD5.PDF	PDF	Sep 25, 2015
15R01vol1.pdf	PDF	Sep 25, 2015
amd5.pdf	PDF	Sep 25, 2015
15R01vol2.pdf	PDF	Sep 25, 2015
15R01vol1.pdf	PDF	Sep 18, 2015
amd4.pdf	PDF	Sep 18, 2015
15R01vol3.pdf	PDF	Sep 18, 2015
W912HN-15-R-0001_STRUCTURES1_AMD3.PDF	PDF	Sep 10, 2015
15R01vol1.pdf	PDF	Sep 10, 2015
W912HN-15-R-0001_CIVIL1_AMD3.PDF	PDF	Sep 10, 2015
amd3.pdf	PDF	Sep 10, 2015
RWSI_Procurement_Forms.docx	DOCX document	Sep 10, 2015
15R01vol1.pdf	PDF	Sep 4, 2015
amd2.pdf	PDF	Sep 4, 2015
amd1.pdf	PDF	Aug 31, 2015
15R01vol1.pdf	PDF	Aug 31, 2015
W912HN-15-R-0001-0001.pdf	PDF	Aug 28, 2015
Conformed_Copy_W912HN-15-R-0001-0001.pdf	PDF	Aug 28, 2015
W912HN-15-R-0001_STRUCTURES2.PDF	PDF	Aug 26, 2015
W912HN-15-R-0001_CADDFILES.zip	ZIP file	Aug 26, 2015
W912HN-15-R-0001_STRUCTURES1.PDF	PDF	Aug 26, 2015
W912HN-15-R-0001_CIVIL2.PDF	PDF	Aug 26, 2015
W912HN-15-R-0001_CIVIL1.PDF	PDF	Aug 26, 2015
15R01vol1.pdf	PDF	Aug 25, 2015
15R01vol2.pdf	PDF	Aug 25, 2015
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100’0 50’

SCALE:1"=50’

100’0 50’

SCALE:1"=50’

100’0 50’

SCALE:1"=50’

MATCH LINE STA. 5+80

MATCH LINE STA. 15+14.24

MATCH LINE SEE PLATE CG115

PLAN VIEW "A" PLAN VIEW "B" PLAN VIEW "C"

EL. 17.26

EL. 18.30

CG114

S O

N N

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

D A

T E

S U

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E D

B Y

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T R

A C

T N

D A

T E

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P R fi

A N

S I

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V A

N N

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H A

R B

O R

E X

P A

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S A

V A

N N

A H

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A N

N A

H D

C O

R P

S O

F E

N G

E R

U .S

R M

Y E

N G

E R

T R

US ARMY CORPS

OF ENGINEERS

SAVANNAH

P L

O T

D A

T E

C A

T E

G O

R Y

C O

D E

C W

P L

O T

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PLATE

REFERENCE

NUMBER

SHEET

H N

-1

-R -0

J U

L Y

CONSTRUCTION

LIMITS

CONSTRUCTION

LIMITS

100’ CITY OF SAVANNAH

UTILITY EASEMENT

100’ CITY OF SAVANNAH

UTILITY EASEMENT

IE 14.00

DP506

4-38 LF

18" ST-RCP

CLASS III

CONCRETE ENCASED

WITH FLARED END

SECTION EACH SIDE

(2) 12" FM-PVC

CONSTRUCTION

LIMITS

CONSTRUCTION

LIMITS

100’ CITY OF SAVANNAH

UTILITY EASEMENT

20’ UTILITY

EASEMENT

WETLAND BOUNDARY

WETLAND

BOUNDARY

20’ UTILITY

EASEMENT

CONSTRUCTION

LIMITSCONSTRUCTION

LIMITS

100’ CITY OF SAVANNAH

UTILITY EASEMENT

R/W BASED

UPON TAX MAP

R/W BASED

UPON TAX MAP

NOTES:

1. ALL GRADING SHALL REMAIN WITHIN THE

PROPOERTY LINES AND CONSTRUCTION LIMITS.

PROFESSIONAL

No. 27339

G ISTERE

NG INEER

EORGIA

S T E

PHEN L.WHIT

48" RW STL WATER LINE

APPROX. LOCATION

48" RW STL WATER LINE

APPROX. LOCATION

48" RW DI WATER LINE

APPROX. LOCATION

48" RW DI WATER LINE

APPROX. LOCATION

48" RW STL WATER LINE

APPROX. LOCATION

48" RW STL WATER LINE

48" RW DI WATER LINE

48" RW STL WATER LINE

APPROX. LOCATION

48" RW STL WATER LINE

APPROX. LOCATION

48" RW DI WATER LINE

APPROX. LOCATION

ExExExExExExExExExExExExExExExExExExExExExExExExPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLExExExExExExExExExExExExExExExExExExExExExExExExPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLExExExExExExExExExExExExExExExExExExExExExExExExPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL

PLPLPLPLPL

IPC

IPC IPC

C/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/

100’0 50’

SCALE:1"=50’

MATCH LINE SEE PLATE CG114

MATCH LINE SEE PLATE CG116

PLAN VIEW "D"

EL. 19.26

CG115

S O

N N

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

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B Y

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A N

N A

H D

C O

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F E

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U .S

R M

Y E

N G

E R

T R

US ARMY CORPS

OF ENGINEERS

SAVANNAH

P L

O T

D A

T E

C A

T E

G O

R Y

C O

D E

C W

P L

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S C

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REFERENCE

NUMBER

SHEET

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-R -0

J U

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PAC SILO

FFE 18.17

100’ CITY OF SAVANNAH

UTILITY EASEMENT

20’ UTILITY

EASEMENT

SEE NOTE 1

CONSTRUCTION

LIMITS

CONSTRUCTION

LIMITS

3:1 SLOPE

WETLAND

BOUNDARY

WETLAND

BOUNDARY

PAC SILO

CONTROL BUILDING

(BUILDING #1)

FFE 18.17EL. 13.89

TOE DRAIN

SEE NOTE 2

NOTES:

1. SEE DS101, DS102, AND DS103 FOR ALL YARD PIPE,

FITTINGS, VALVES AND METERS LOCATIONS AND

ELEVATIONS.

2. SEE PLATES CG301, CG302 AND CG303 FOR TOE

DRAIN PROFILE.

3. ALL GRADING SHALL REMAIN WITHIN THE PROPOERTY

LINES AND CONSTRUCTION LIMITS.

TOE DRAIN OUTLET 3

EL 13.61

CONCRETE SPLASH PAD

INFLUENT METER PAD

FFE 18.50

48" RW DIP

DP505

CONSTRUCTION

LIMITS

IE 16.2

DP506

C-505

2-107 LF

14"x23" ST-RCP

CLASS III CONCRETE

ENCASED WITH FLARED

END SECTIONS EACH

SIDE

IE 16.2

SDSD

PROFESSIONAL

No. 27339

G ISTERE

NG INEER

EORGIA

S T E

PHEN L.WHIT

(2) 12" FM-PVC

48" RW STL WATER LINE

17.35

16.18

16.33

14.58

14.65

14.28

14.84

14.69

14.12

14.95

14.54

14.52

CG502

E R

O S

C O

N T

R O

L D

E T

A d a m s

R o b e rt

N a g e l

R o b e rt

N a g e l

S e th

M N e h rk e

No. PE034495

PROFESSIONAL

G ISTERE

NG INEER

EORGIA

S E

H M . NEHR

K E

R E

E D

I N

A C

C O

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N E

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D E

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2 3

4 5

D A

T E

S U

B M

E D

B Y

O N

T R

A C

T N

D A

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A P

P R fi

A N

S I

S A

V A

N N

A H

H A

R B

O R

E X

P A

N S

P R

C T

S A

V A

N N

A H

A S

A V

A N

N A

H D

C O

R P

S O

F E

N G

E R

U .S

R M

Y E

N G

E R

T R

US ARMY CORPS

OF ENGINEERS

SAVANNAH

P L

O T

D A

T E

C A

T E

G O

R Y

C O

D E

C W

P L

O T

S C

A L

E N

A M

S Y

M B

O L

R A

W W

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PLATE

REFERENCE

NUMBER

SHEET

W H

N -1

-R

-0

J U

L Y

TEMPORARY SEEDING

EROSION CONTROL SEEDING NOTES

FLAT TO ROLLING

TERRAIN WITH

SLOPES LESS

THAN 3:1

8/15-4/15

4/15-8/15

ANNUAL RYE GRASS

PEARL MILLET

SPECIESDATESAREA

CONTRACTOR TO PROTECT ALL DISTURBED AREAS BY TEMPORARY RESEEDING UNTIL PERMANENT GROUND COVER

IS ESTABLISHED. (MAXIMUM OF 2 WEEKS AFTER DISTURBANCE)

40#/AC 0.9#/1000 SF

SEEDING RATES FERTILIZER

12#/AC (10-10-10)

50#/AC 1.1#/1000 SF 35#/AC (6-12-12))

EMBANKMENTS

WITH SLOPES 3:1

OR STEEPER

3/1-7/31

3/1-2/29

WEEPING LOVE GRASS

TALL FESCUE

4#/AC 0.1#/1000 SF 12#/AC (10-10-10)

70#/AC 1.6#/1000 SF 35#/AC (6-12-12))

PERMANENT SEEDING

EROSION CONTROL SEEDING NOTES

FLAT TO ROLLING

TERRAIN WITH

SLOPES LESS

THAN 3:1

2/15-8/24

2/15-8/14

COMMON BERMUDA

SPECIESDATESAREA

CONTRACTOR TO PROTECT ALL DISTURBED AREAS BY TEMPORARY RESEEDING UNTIL PERMANENT GROUND COVER

IS ESTABLISHED. (MAXIMUM OF 2 WEEKS AFTER DISTURBANCE)

10#/AC 0.2#/1000 SF

SEEDING RATES FERTILIZER

35#/AC (6-12-12)

EMBANKMENTS

WITH SLOPES 3:1

OR STEEPER

3/1-7/31

WEEPING LOVE GRASS

LESPEDEZA SERICEA

4#/AC 0.1#/1000 SF 35#/AC (6-12-12)

60#/AC 1.4#/1000 SF 35#/AC (6-12-12))

8/15-2/14

8/15-2/4 TALL FESCUE

(HULLED SEED)

COMMON BERMUDA

(UNHULLED SEED)

COMMON BERMUDA

(UNHULLED SEED)

10#/AC 0.2#/1000 SF 35#/AC (6-12-12)

10#/AC 0.2#/1000 SF 12#/AC (10-10-10)

50#/AC 1.1#/1000 SF 35#/AC (6-12-12)

8/1-2/29

8/1-2/29 TALL FESCUE

75#/AC 1.7#/1000 SF 35#/AC (6-12-12)

50#/AC 1.1#/1000 SF 35#/AC (6-12-12))

(SCARIFIED)

LESPEDEZA SERICEA

(UNSCARIFIED)

N.T.S.

TEMPORARY SEEDING

N.T.S.

PERMANENT SEEDING

N.T.S.

EROSION CONTROL MATTING AND BLANKETS

TEMPORARY CONSTRUCTION

ENTRANCE/EXIT

Ds2

11 11111

1 1111

11 11111

1 1111

11 11111

1 1111

11 11111

1 1111

11 11111

1 1111

11 11111

1 1111 11 1111

11 11111 1 1111

11 11111

1 1111

11111

11 11111

1 1111

11 11111

1 1111

11 11111

1 1111

11 11111

1 1111

11 11111

1 1111

11 11111

1 1111

11 11111

1 1111

11111

INSTALLATION DETAILS AND NOTES FOR EROSION CONTROL CLASS 1

NOTES:

STRIP

PLAN VIEW - ANCHORING DIAGRAM

STRIP

6" M

SLOPE

SPLICE SEAM

6" MIN.

SLOPE

" M

6" M

SLOPE

" M

4" M

. SLOPE

CHECK SLOT

TERMINAL FOLD

ANCHOR SLOT

LONGITUDINAL SEAM

DIRECTION OF SLOPE

ISOMETRIC VIEW

Ds3

GEOTEXTILE UNDERLINER

MUST BE PLACED THE FULL LENGTH

AND WIDTH OF THE ENTRANCE.

GEOTEXTILE SELECTION SHALL BE

BASED ON

AASHTO M288-98 SPECIFICATIONS.

6" MIN

N.S.A. R-2 (1.5"-3.5")

COARSE AGGREGATE

50" MIN

20" MIN

HARD SURFACE

PUBLIC ROAD

EROSION CONTROL BLANKETS SHALL BE LAID LOOSELY IN THE DIRECTION OF

THE SLOPE, BEGINNING AT THE BOTTOM OF THE SLOPE. IN ORDER FOR THE

BLANKET TO BE IN CONTACT WITH THE SOIL, LAY BLANKET LOOSELY,

AVOIDING STRETCHING.

1. ANCHOR SLOTS: THE TOP OF THE BLANKET SHOULD BE SLOTTED IN AT

THE TOP OF THE SLOPE AND ANCHORED IN PLACE WITH ANCHORS 6 INCHES

APART. THE SLOTS SHOULD BE 6 INCHES WIDE X 6 INCHES DEEP WITH THE

BLANKET ANCHORED IN THE BOTTOM OF THE SLOT, THEN BACKFILLED,

TAMPED AND SEEDED.

2. LONGITUDINAL SEAMS: THE EDGES OF THE BLANKET SHOULD OVERLAP

EACH OTHER A MINIMUM OF 6 INCHES, WITH ANCHORS CATCHING THE

EDGES OF BOTH BLANKETS.

3. SPLICE SEAM: WHEN SPLICES ARE NECESSARY, OVERLAP END A MINIMUM

OF 6 INCHES IN DIRECTION OF WATER FLOW. STAGGER SPLICE SEAMS.

4. CHECK SLOTS: ESTABLISH CHECK SLOTS TRANSVERSE TO SLOPE EVERY

30 FEET. THE SLOTS SHOULD BE 6 INCHES WIDE X 6 INCHES DEEP. THE

BLANKET SHALL BE CUT TO A LENGTH 6 INCHES BEYOND THE SLOT.

THE TOP OF THE DOWNSLOPE BLANKET SHALL BE SLOTTED IN, ANCHORED

AND BURIED, TAMPED AND SEEDED SIMILAR TO THE TOP ANCHOR SLOT.

THE UP SLOPE BLANKET SHALL THEN COVER THE SLOT AND BE ANCHORED

AS SHOWN.

5. TERMINAL FOLD: THE BOTTOM EDGE OF THE BLANKET SHALL BE TURNED

UNDER A MINIMUM OF 4 INCHES, THEN ANCHORED IN PLACE WITH ANCHORS

9 INCHES APART.

6. TYPICAL ANCHORS: ANCHOR DESIGN SHALL BE AS RECOMMENDED BY THE

MANUFACTURER.

AGRICULTURAL PRODUCTS, SUCH AS NATIVE PRAIRIE HAY, USED

FOR MULCHING AND EROSION CONTROL PRACTICES, EXCLUDING

WOOD BASED MULCH, SHALL MEET THE NORTH AMERICAN WEED

FREE FORAGE STANDARDS.

IT IS THE CONTRACTORS RESPONSIBILITY TO OBTAIN ALL REQUIRED

EPD PERMITS.

GRADED AGGREGATE BASE COURSE AND AGGREGATE SURFACE

COURSE SHALL MEET THE REQUIREMENTS OF SECTION 300, 310,

AND 815 OF GDOT STANDARD CONSTRUCTION SPECIFICATION.

ANCHOR

(TYP)

ANCHOR

(TYP)

ANCHOR

(TYP)

N.T.S.

CONSTRUCTION ROAD

STABILIZATION

1. TEMPORARY ROADS SHALL FOLLOW NATURAL CONTOURS TO MAXIMUM

EXTENT PRACTICABLE TO MAINTAIN EXISTING DRAINAGE PATTERNS.

2. GRADES FOR TEMPORARY ROADS SHALL NOT EXCEED 10%.

3. TEMPORARY ROADS SHALL BE AT LEAST 14 FEET WIDE FOR ONE-WAY

TRAFFIC, 20 FEET WIDE FOR TWO-WAY TRAFFICE, AND 24 FEET WIDE FOR

TRAILER TRAFFIC.

4. ALL CUT AND FILL SLOPES SHALL HAVE A MAXIMUM SLOPE OF 3:1 (H:V).

5. GEOTEXTILE SHALL BE APPLIED TO THE ROADBED FOR ADDITIONAL STABILITY,

AND A 6-INCH LAYER OF COARSE AGGREGATE SHALL BE APPLIED TO

THE ROADWAY IMMEDIATELY AFTER GRADING.

CG114 57 GRADING PLAN 1

CG115 58 GRADING PLAN 2

CG502 68 EROSION CONTROL DETAILS 1

File details come from the government source that posted it. Updated Nov 14, 2017.