W912HN-13-R-0018_AMD5_V2.PDF

SECTION SYMBOLS

MATERIAL INDICATIONS

ELEVATION SYMBOL

ELEVATION

PLATE NUMBER ON WHICH

SECTION OR DETAIL IS DRAWN

SECTION OR DETAIL

IDENTIFICATION NUMBER

SYMBOL WHERE SECTION IS TAKEN

SECTION/DETAIL

TITLE WHERE SECTION IS DRAWN

IDENTIFICATION LETTER WHERE

ELEVATION IS TAKEN

TITLE WHERE

ELEVATION IS SHOWN

EARTH (ORIGINAL GRADE)

EARTH (COMPACTED FILL)

GRAVEL

CONCRETE

MORTAR - CEMENT - PLASTER - STUCCO

CONCRETE MASONRY UNITS (C.M.U.,

SMALL\ SCALE - PLAN)

CONCRETE MASONRY UNITS (C.M.U., LARGE

SCALE - SECTION)

CONCRETE MASONRY UNITS OR HOLLOW

TILE (SMALL SCALE - SECTION)

METAL (ELEVATION)

STEEL (CROSS SECTION)

INSULATION (RIGID)

INSULATION (LOOSE OR BATT)

BRICK

WOOD (BLOCKING)

WOOD (FINISH)

BAL.

BD.

BLDG.

BLK.

BM.

BOT.

BRG.

B.T.U.H.

CAB.

CAP.

C/B

C.D.

CEM.

CER.

C.F.M.

BALANCE

BOARD

BUILDING

BLANK

BEAM

BOTTOM

BEARING

BRITISHTHERMOUNIT/HOUR

CABINET

CAPACITY

CIRCUITBREAKER

CEILINGDIFFUSER

CEMENT

CERAMIC

CUBICFEET/MINUTE EA. EACH

E

A

B

C

A.C.

A.D.

AIRCONDITIONED

AREADRAIN

A

A.H.U.

ALT.

ALUM.

AMP.,A.

A.O.

APPROX.

ARCH.

A.T.

A.T.C.

AIRHANDLINGUNIT

ALTERNATE

ALUMINUM

AMPERES

ACCESSOPENING

APPROXIMATELY

ARCHITECTURAL

ASPHALTTILE

ACOUSTICTILECEILING

A.F.F. ABOVE FINISHED FLOOR

CKT.

L

CEIL.

CL.

CIRCUIT

CENTERLINE

CEILING

CLOSET

c

C.M.U.

C.O.

COL.

CONC.

COND.

CONN.

CONST.

CONT.

CONTR.JT.

C.S.C.

C.T.

C.T.B.

C.TOC.

CONCRETEMASONRYUNIT

CLEANOUT

COLUMN

CONCRETE

CONDENSATE

CONNECTION

CONSTRUCTION

CONTINUOUS

CONTRACTIONJOINT

COLORSYMBOLCODE

CERAMICTILE

CERAMICTILEBASE

CENTERTOCENTER

CLEARCLR.

DET.

DIA.

DIFF.

DIM.

DISC.

D.J.

DN.

DR.

D.S.

DWG.(S)

DETAIL

DIAMETER

DIFFUSER

DIMENSION

DISCONNECT

DUMMYJOINT

DOWN

DRAIN

DOWNSPOUT

DRAWING(S)

D

GA.

GAL.

GALV.

G.F.E.

GL.

GND.

GOV'T

G.P.H.

G.P.M.

GR.

G.W.B.

H.

GAGE

GALLON

GALVANIZED

GOVERNMENTFURNISHED

EQUIPMENT

GLASS

GROUND

GOVERNMENT

GALLONS/HOUR

GALLONS/MINUTE

GRILLE

GYPSUMWALLBOARD

HIGH

H.B.

H.C.

HT.

I.D.

I.E.

IN.

INCAND.

INSUL.

INT.

J.B.

JCT.

JT.

KVA

LB.,#

LG.HOSEBIBB

HOLLOWCORE

HEIGHT

INSIDEDIAMETER

INVERTELEVATION

INCHES

INCANDESCENT

INSULATION

INTERIOR

JUNCTIONBOX

JUNCTION

JOINT

KILOVOLTAMPERE

POUND

LONG

M.

MAINT.

MAX.

M.D.P.

MECH.

MTL.

MIN.

MISC.

M.O.

M.T.

MTD.

MTG.

M.V.

M.G.T.

N.A.

N.I.C.

NO.

O.A.

P.

PART.MOTOR

MAINTENANCE

MAXIMUM

MAINDISTRIBUTIONPANEL

MECHANICAL

METAL

MINIMUM

MISCELLANEOUS

MASONRYOPENING

METALTHRESHOLD

MOUNTED

MOUNTING

MECHANICALVENTILATION

MATTGLAZETILE

NOTAPPLICABLE

NOTINCONTRACT

NUMBER

OUTDOORAIR

PAPER

PARTITION

PER.

QTR.

QUAN.

R.

R.A.

RAD.

RD.

REG.

REINF.

REQ.

RET.

R.G.

RM.

R.P.M.

PERIMETER

QUARTER

QUANTITY

RISER

RETURNAIR

RADIUS

ROUND

REGISTER

REINFORCING

REQUIRED

RETURN

RETURNGRILLE

ROOM

REVOLUTION/MINUTE

T.

TEL.

TEMP.

THK.

THD.

TOILET

W.

W/

WD.

W.D.

W.G.

WP.

WTR.

W.W.F.

S.A.

SCH.

SECT.

SERV.

SHT.

S.J.

SPEC.

SQ.FT.

ST.

STOR.

STRUC.

SUSP.

SW.

SUPPLYAIR

SCHEDULE

SECTION

SERVICE

SHEET

SAWED JOINT

SPECIFICATIONS

SQUAREFEET

STEEL

STORAGE

STRUCTURAL

SUSPENDED

SWITCH

S. SUPPLY

WOOD

WIDEFLANGE

WINDOWDIMENSION

WATT

WITH

WAINSCOATING

WATERGAGE

WEATHERPROOF

WATER

WELDEDWIREFABRIC

TELEPHONE

TEMPERATURE

THICKNESS

THRESHOLD

L

P

M

N

Q

O

R

S

T

W

H

I

J

K

G

WC

WF

EXT.

EXIST.

EXTERIOR

EXISTING

F.A.

F.C.

F.D.

F.E.C.

FIN.

FL.

FT.

FTG.

FIREALARM

FLEXIBLECONNECTION

FLOORDRAIN

FIREEXTINGUISHERCABINET

FINISH

FLOOR

FOOT,FEET

FOOTING

F

EXP. JT

EXH.

E.W.C.

E.W.

EQUIP.

ELEC.

E.F.

EXPANSION JOINT

EXHAUST

ELECTRIC WATER COOLER

EACH WAY

EQUIPMENT

ELECTRIC

EACH FACE

H.P.

HR.

HTG.

HTR.

H.&V.

HW.

HYD.

HORSEPOWER

HOUR

HEATING

HEATER

HEATINGANDVENTILATING

HARDWARE

HYDRANT

H.M. HOLLOWMETAL

HORIZ. HORIZONTAL

LTG. LIGHTING

LIGHTING PANELL.P.

L.L.V. LONG LEG VERTICAL

OL.

OPNG.

OPP.

O.S.D.

OVERLOAD

OPENING

OPPOSITE

OPENSIGHTDRAIN

O.C. ON CENTER

L,PL.

PLBG.

PLYW'D

PNL.

PRESS.

PSF

PSI

PSIG

PT.

PTD.

PLATE

PLUMBING

PLYWOOD

PANEL

PRESSURE

POUNDS/SQUAREFOOT

POUNDS/SQUAREINCH

POUNDS/SQUAREINCHGAGE

POINT

PAINTED

P

PREFORMED JOINT FILLERP.J.F.

TOIL.

TYP.

TOILET

TYPICAL

T.O.C.

T.O.F.

TOP OF CONCRETE

TOP OF FOOTING

V.

V.A.T.

VENT.

VERT.

VOLT

VINYLASBESTOSTILE

VENTILATION

VERTICAL

VENTTHRUROOF

V

VTR

LH

D

C

A

B

D E

S C

R I P

T I O

N D

A T

E

US ARMY CORPS

OF ENGINEERS

SAVANNAH

S Y

M B

O L

B Y

PLATE

REFERENCE

NUMBER

SHEET

U

S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

C O

R P

S

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I N

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P L

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A

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I Z

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$$USERNAME$$

$$SYSTIME$$

$$DGNSPEC$$

D G

N S

P E

C

S Y

S T

I M

E

U S

E R

N A

M E

UEXXX

X

X

UEXXX

UEXXX

X

UEXXX

X

S A

V A

N N

V

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G E

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T I O

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I N

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S T

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S T

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S T

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T E

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D

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I G

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U B

M I T

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L I S

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A

B

D E

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R I P

T I O

N D

A

SAVANNAH

S Y

M B

O L

B Y

PLATE

REFERENCE

NUMBER

SHEET

U

S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

C O

R P

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O

F

E

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I N

E E

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V A

N N

S

T R

I C

T

F I L

E

N

A M

E

S U

B M

I T

T E

D

B

Y

D W

N

B

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C K

D

B

Y

D E

S I G

N E

D

B

Y

D A

T E

S O

L I C

I T

A T

I O

N

N

O

C O

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C A

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D

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T

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A

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S

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$$USERNAME$$

$$SYSTIME$$

$$DGNSPEC$$

D G

N S

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S T

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M E

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I O

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D I M

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T I O

N

A

N D

P O

L L

U T

I O

N

C

O N

T R

O L

P L

V

E

E T

UC000

S

A

G U

D E

L O

M

D

R A

K E

S T

O A

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C d w g

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S

T U

D E

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N

O V

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B E

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W H

N R

C W

K

FLOOD STATEMENT:

ACCORDING TO GEORGIA FLOOD MAP PANEL 13103C0300D, THE PROJECT SITES

LIE WITHIN FLOOD ZONE A HAVING HIGH RISK FLOOD HAZARDS. SPECIAL FLOOD

HAZARD AREAS SUBJECT TO INUNDATION BY THE 1% ANNUAL CHANCE FLOOD.

VICINITY MAP

NOT TO SCALE

SITE LOCATION MAP

NOT TO SCALE

EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN FOR

SAVANNAH RIVER REOXYGENATION PROJECT - UP RIVER

24 HOUR CONTACT PERSON:

LAURIE SATTLER

912-652-6113

Savannah District

REVISED: 11 MARCH 2014

1075 BIG SHANTY ROAD, NW SUITE 100

KENNESAW, GA 30144

TEL: (770) 421-3400

PREPARED BY:

AMEC Environment & Infrastructure, Inc.

US Army Corps of

Engineers

PREPARED FOR:

SAVANNAH REGIONAL CONTRACTING CENTER

SAVANNAH OFFICE

100 W OGLETHORPE AVE

SAVANNAH, GA 31401

TEL: (912) 652-5291

EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN

SHEET LIST TABLE

SHEET

NUMBER

SHEET TITLE

UC000

EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN COVER SHEET

UC001 EXISTING CONDITIONS PLAN

UC101 SITE LAYOUT PLAN

UC102 PARTIAL SITE LAYOUT PLAN

UC103 NAVIGATION SIGNAGE AND MARKINGS PLAN

UC111 GRADING AND DRAINAGE PLAN

UC112 PARTIAL GRADING AND DRAINAGE PLAN

UC121 INITIAL EROSION AND SEDIMENT CONTROL PLAN

UC131 INTERMEDIATE EROSION AND SEDIMENT CONTROL PLAN

UC141 FINAL EROSION AND SEDIMENT CONTROL PLAN

UC401 SITE TRANSECTS

UC411 UP RIVER DISCHARGE PIPE PLAN AND PROFILE

UC412 ACCESS ROAD PLAN AND PROFILE

UC501 CIVIL DETAILS SHEET 1 OF 3

UC502 CIVIL DETAILS SHEET 2 OF 3

UC503 CIVIL DETAILS SHEET 3 OF 3

UC504 CIVIL FENCE AND GATE DETAILS

UC510 EROSION AND SEDIMENT CONTROL DETAILS SHEET 1 OF 3

UC511 EROSION AND SEDIMENT CONTROL DETAILS SHEET 2 OF 3

UC512 EROSION AND SEDIMENT CONTROL DETAILS SHEET 3 OF 3

UC701 EROSION AND SEDIMENT CONTROL NOTES SHEET 1 OF 3

UC702 EROSION AND SEDIMENT CONTROL NOTES SHEET 2 OF 3

UC703 EROSION AND SEDIMENT CONTROL NOTES SHEET 3 OF 3

UC704 EROSION AND SEDIMENT CONTROL PLAN CHECKLIST

DATE: 7 NOVEMBER 2014

J A

N

M

J L

E b e n e z e r d

O l d u g u s t a

R d

P l a n t

M c

I n t o s h

R d

11.6

11.3

11.1

11.5

11.3

11.4

11.3

11.1

11.5

11.311.0

11.1

11.2

11.1

11.6

12.7

12.3

13.3

12.8

12.3

G

R A

V E

L

R

O

A D

C O

N C

. W A

L L

T O

P

O

F

B

A N

K

T O

P

O

F

B

A N

K

T

B

N

K

RESISITIVITY TEST

RESISITIVITY TEST

100YR EL. 23.0

100YR EL. 23.0

L

G

V

APPROXIMATE

STATE LINE

X

X

X

X

X

X

X

X

X

E

U

E

U

EU

E

U

EU

E

U

X

X

X

X

X

X

X

X

X

X

X

X

X

X

N: 856341.725

E: 965606.986

ELEVATION: 36.26

CL DRIVEWAY

LAT: N032° 20' 57.73"

LON: W081° 09' 41.65"

LAT: N032° 20' 59.62"

LON: W081° 09' 43.04"

POWER POLE

N: 856309.85

E: 965747.25

POWER POLE

N: 856322.57

E: 965598.79

POWER POLE

N: 856346.93

E: 966040.16

POWER POLE

N: 856327.16

E: 966098.28

POWER POLE

N: 856271.58

E: 966150.03

POWER POLE

N: 856188.98

E: 966179.57

N: 856327.18

E: 966385.16

N: 856328.07

E: 966390.08

N: 856270.92

E: 966400.45

N: 856223.78

E: 966417.76

N: 856177.99

E: 966426.12

N: 856131.75

E: 966434.55

N: 856013.70

E: 966456.06

N: 855965.21

E: 966467.08

N: 855905.64

E: 966491.05 N: 855903.77

E: 966486.41

D

C

A

B

D E

S C

R I P

T I O

N D

A

SAVANNAH

S Y

M B

O L

B Y

PLATE

REFERENCE

NUMBER

SHEET

U

S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

C O

R P

S

O

F

E

N G

I N

E E

R S

S A

V A

N N

S

T R

I C

T

F I L

E

N

A M

E

S U

B M

I T

T E

D

B

Y

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D A

T E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

C A

T E

G O

D

E

P L

T

E

P L

A

L E

S

I Z

E

D

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$$USERNAME$$

$$SYSTIME$$

$$DGNSPEC$$

D G

N S

P E

C

S Y

S T

I M

E

U S

E R

N A

M E

S A

V A

N N

V

O

X Y

G E

N A

T I O

N

P

R O

J E

C T

V

E R

S I T

E

L

A Y

O U

T

P

L A

N

UC101

M

L O

R E

N Z

M

L O

R E

N Z

S T

O A

Z I U

C d w g

J

S

T U

D E

R

N

O V

E M

B E

R

W H

N R

C W

K

SITE LAYOUT PLAN

A1

OXYGEN

GENERATION

EQUIPMENT

SLAB EL. 24.00

GA POWER-PROVIDED

PAD-MOUNTED UTILITY

TRANSFORMER (25kV-4.16kV)

- SEE UE101 - ELEV. 24.00

DIFFUSERS

APPROXIMATE

EDGE OF RIVER

SHEET

PILING

INTAKE STRUCTURE

TOP SLAB ELEV. 24.00

ELECTRICAL

CONTROL BUILDING

F.F.E. 24.00

SPEECE CONES

SLAB EL. 14.00

FISH RETURN

TROUGH

EQUIPMENT

ACCESS

100YR FLOOD

ELEV. 23.0

NOTE:

VERTICAL DATUM: NAVD88

GA POWER-PROVIDED

PAD-MOUNTED UTILITY

AUTOMATIC

TRANSFER SWITCH -

SEE UE101 - (25kV)

RETAINING

WALL

±8' HIGH

GA POWER-PROVIDED

PAD-MOUNTED UTILITY

TRANSFORMER

(25kV-480V) - SEE UE101

ELEV. 24.00

A1

UC102

236 L.F. GUARDRAIL

(TYP.)

270 L.F.

GUARDRAIL

(TYP.)

122 L.F. GUARDRAIL

(TYP.)

BOLLARDS

(TYP.)

BALLISTIC BARRIER

SEE

ARCHITECTURAL

DRAWINGS

CONCRETE SLAB

CONCRETE SLABS -

SEE C2/UC501

CONCRETE SLAB FOR

AC CONDENSING UNIT

- SEE C2/UC501

EU

x

E x

TREE LINE/BUSH LINE

EXISTING CONTOUR

EXIST. OVERHEAD ELECTRIC LINE

EXIST. UNDERGROUND ELECTRIC

LEGEND

AGGREGATE SURFACING

WETLAND

X X

SECURITY FENCE - SEE UC504

HANDRAIL - SEE STRUCTURAL

EU

PROPOSED UNDERGROUND ELECT. LINE

E

PROPOSED OVERHEAD ELECTRIC LINE

G x

EXIST. GAS LINE

GUARD RAIL

CONCRETE CURB & GUTTER

EXISTING POWER POLE

PROPOSED BOLLARD

AIR RELIEF VALVEA.R.V.

PROPOSED REMOVABLE BOLLARD

PROPOSED POWER POLE (APPROX. LOCATION -

VERIFY BEFORE INSTALLATION)

PROPOSED SHEET PILES

FUTURE TRANSFORMER

FUTURE OXYGEN

GENERATOR

POWER POLES, OVERHEAD

POWER LINES AND

UNDERGROUND POWER

LINES TO BE PROVIDED BY

GEORGIA POWER

ROADWAY DELINEATORS -

15' SPACING, 2.5' OFF EDGE

OF PAVEMENT,

REFLECTORS BOTH SIDES

TRASH RAKE TRACK

PARKING, MATERIAL

LAY-DOWN & FIELD

OFFICE

J A

N

M

J L

9.5'x11' ANCHOR

BLOCK - SEE

US531

V

O

L

U

M

O

L

U

O

L

U

O

L

U

SEE VOLUME 4 UPRIVER ACCESS ROAD PLANS

FOR ACCESS ROADWAY CONSTRUCTION LIMITS.

COORDINATE TIE-IN OF VOLUME 2 WORK TO

VOLUME 4 WORK.

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

E

U

E

U

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

X

X

X

BLDG

N: 856170.59

E: 966328.02

BLDG

N: 856104.03

E: 966340.16

INTAKE

N: 856177.99

E: 966426.12

INTAKE

N: 856131.75

E: 966434.55

OXYGEN

N: 855976.98

E: 966254.85

GRAVEL

N: 856209.38

E: 966372.53

GRAVEL

N: 856076.95

E: 966384.89

GRAVEL

N: 856020.33

E: 966158.21

GRAVEL

N: 856118.10

E: 966140.37

N: 855917.38

E: 966492.68

FENCE

N: 855890.00

E: 966450.27

FENCE

N: 855892.98

E: 966436.45

FENCE

N: 855977.07

E: 966382.17

FENCE

N: 855958.75

E: 966362.85

FENCE

N: 855936.51

E: 966256.04

FENCE

N: 855941.08

E: 966232.43

FENCE

N: 855989.36

E: 966129.41

FENCE

N: 856012.52

E: 966115.42

FENCE

N: 856109.78

E: 966097.67

FENCE

N: 856138.35

E: 966102.65

FENCE

N: 856192.72

E: 966144.52

FENCE

N: 856214.68

E: 966158.60

FENCE

N: 856214.77

E: 966190.41

FENCE

N: 856219.08

E: 966214.02

FENCE

N: 856236.46

E: 966309.42

FENCE

N: 856254.10

E: 966406.09

BLDG

N: 856095.59

E: 966293.93

ANCHOR BLOCK

N: 855913.22

E: 966483.14

ANCHOR BLOCK

N: 855909.68

E: 966474.33

ANCHOR BLOCK

N: 855919.88

E: 966470.22

ANCHOR BLOCK

N: 855923.43

E: 966479.03

D

C

A

B

D E

S C

R I P

T I O

N D

A

SAVANNAH

S Y

M B

O L

B Y

PLATE

REFERENCE

NUMBER

SHEET

U

S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

C O

R P

S

O

F

E

N G

I N

E E

R S

S A

V A

N N

S

T R

I C

T

F I L

E

N

A M

E

S U

B M

I T

T E

D

B

Y

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D A

T E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

C A

T E

G O

D

E

P L

T

E

P L

A

L E

S

I Z

E

D

X

$$USERNAME$$

$$SYSTIME$$

$$DGNSPEC$$

D G

N S

P E

C

S Y

S T

I M

E

U S

E R

N A

M E

S A

V A

N N

V

O

X Y

G E

N A

T I O

N

P

R O

J E

C T

V

E R

P A

R T

I A

L

S

I T

E

L

A Y

O U

T

P L

A N

UC102

D E

S I G

N E

R

D R

A W

N

B

Y

S T

O A

Z I U

C d w g

C H

E C

K E

D

B

Y

N

O V

E M

B E

R

W H

N R

C W

K

CONCEPTUAL SITE PLAN

A-1

N

PARKING AND

MATERIAL LAY-DOWN

ELECTRICAL

CONTROL BUILDING

F.F.E. 24.00

NOTE:

VERTICAL DATUM: NAVD88

40'10'

SCALE:1"=20'

0 20'

EU

x

E x

TREE LINE/BUSH LINE

EXISTING CONTOUR

EXIST. OVERHEAD ELECTRIC LINE

EXIST. UNDERGROUND ELECTRIC

LEGEND

AGGREGATE SURFACING

WETLAND

X X

SECURITY FENCE - SEE UC504

HANDRAIL - SEE STRUCTURAL

EU

PROPOSED UNDERGROUND ELECT. LINE

E

PROPOSED OVERHEAD ELECTRIC LINE

G x

EXIST. GAS LINE

GUARD RAIL

CONCRETE CURB & GUTTER

EXISTING POWER POLE

PROPOSED BOLLARD

AIR RELIEF VALVEA.R.V.

PROPOSED REMOVABLE BOLLARD

PROPOSED POWER POLE (APPROX. LOCATION -

VERIFY BEFORE INSTALLATION)

PROPOSED SHEET PILES

S

P

R

45°

#4 REBAR

N: 856339.83

E: 965539.92

#4 REBAR

N: 855802.42

E: 965493.90

#4 REBAR

N: 856631.55

E: 966367.01

CONTROL DIAGRAM

NO SCALE

J A

N

M

J L

13.3

12.8

12.3

T O

P

O

F

B

A N

K

T

N

K

RESISITIVITY TEST

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

X

X

X

X

LAT: N032° 20' 57.73"

LON: W081° 09' 41.65"

LAT: N032° 20' 59.62"

LON: W081° 09' 43.04"

D

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A

B

D E

S C

R I P

T I O

N D

A

SAVANNAH

S Y

M B

O L

B Y

PLATE

REFERENCE

NUMBER

SHEET

U

S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

C O

R P

S

O

F

E

N G

I N

E E

R S

S A

V A

N N

S

T R

I C

T

F I L

E

N

A M

E

S U

B M

I T

T E

D

B

Y

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D A

T E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

C A

T E

G O

D

E

P L

T

E

P L

A

L E

S

I Z

E

D

X

$$USERNAME$$

$$SYSTIME$$

$$DGNSPEC$$

D G

N S

P E

C

S Y

S T

I M

E

U S

E R

N A

M E

S A

V A

N N

V

O

X Y

G E

N A

T I O

N

P

R O

J E

C T

V

E R

N A

V I G

A T

I O

N

S

I G

N A

G E

A N

D

M

A R

K I N

A

N

UC103

S

L I N

D

M

D

R A

K E

S T

O A

Z I U

C d w g

J

S

T U

D E

R

N

O V

E M

B E

R

W H

N R

C W

K

40'0 20'

SCALE:1"=20'

N

SHEET

PILING

INTAKE STRUCTURE

TOP SLAB ELEV. 24.00

ELECTRICAL

CONTROL BUILDING

F.F.E. 24.00

FISH RETURN

TROUGH

NOTE:

VERTICAL DATUM: NAVD88

EU

x

E x

TREE LINE/BUSH LINE

EXISTING CONTOUR

EXIST. OVERHEAD ELECTRIC LINE

EXIST. UNDERGROUND ELECTRIC

LEGEND

AGGREGATE SURFACING

WETLAND

X X

SECURITY FENCE - SEE UC504

HANDRAIL - SEE STRUCTURAL

EU

PROPOSED UNDERGROUND ELECT. LINE

E

PROPOSED OVERHEAD ELECTRIC LINE

G x

EXIST. GAS LINE

GUARD RAIL

CONCRETE CURB & GUTTER

EXISTING POWER POLE

PROPOSED BOLLARD

AIR RELIEF VALVEA.R.V.

PROPOSED REMOVABLE BOLLARD

PROPOSED POWER POLE (APPROX. LOCATION -

VERIFY BEFORE INSTALLATION)

PROPOSED SHEET PILES

NAVIGATION SIGNAGE AND MARKINGS PLAN

A-1

CANTILEVERED

OVERHANG

ELEV. 24.00

SIGN:

NYLON CARGO NET, 12" GRID PATTERN, 1 INCH BORDER AND 3/4

INCH INTERIOR SQUARES, 94 FEET BY 20 FEET. ATTACH NET WITH

1/2 INCH NYLON ROPE WOUND AROUND NET TOP BORDER ROPE

AND VISUAL BARRIER SUPPORT ON ALL SIDES OF THE PLATFORM.

SECURE EACH END OF ATTACHMENT ROPE WITH TWO STAINLESS

STEEL ROPE CLAMPS. WEIGHT BOTTOM OF NET WITH CHAIN, 2

POUNDS PER FOOT, ATTACHED IN SIMILAR FASHION.

MARKER

LIGHT

PERMANENT ALUMINUM SIGN

MOUNTED ON SHEET PILING.

CONTRACTOR TO VERIFY

WORDING AND COLOR WITH

USACE PRIOR TO INSTALLATION.

DANGER

2" ORANGE

RETROREFLECTIVE

BORDER (R)

8" BLACK LETTERS

WHITE

DAYBOARD

FILM

W

4NW DANGER DAYMARK (DAYBEACON)

D5

SCALE: NONE

MARKER LIGHT AND 2-EA. DANGER DAYMARK (DAY

BEACON) MOUNTED ON STRUCTURE AS SHOWN ON

DRAWING US514. MARKER LIGHT SHALL BE

SELF-CONTAINED SOLAR-POWERED LED LIGHTS WITH

BATTERY BACKUP. LIGHT CHARACTERISTICS SHALL

BE AS FOLLOWS:

FLASH CHARACTER: SINGLE FLASHING

LED COLOR: WHITE

FLASH PERIOD: 4 SECONDS

RANGE: 3 NAUTICAL MILES MINIMUM

GPS FLASH SYNCHRONIZATION: NOT REQUIRED

LIGHTS SHALL CONFORM TO THE REQUIREMENTS OF

UNITED STATES COAST GUARD (USCG), AIDS TO

NAVIGATION (ATON) FOR SAVANNAH RIVER.

MARKER LIGHT AND 2-EA. DANGER DAYMARK (DAY

BEACON) MOUNTED ON STRUCTURE AS SHOWN ON

DRAWING US514. MARKER LIGHT SHALL BE

SELF-CONTAINED SOLAR-POWERED LED LIGHTS WITH

BATTERY BACKUP. LIGHT CHARACTERISTICS SHALL

BE AS FOLLOWS:

FLASH CHARACTER: SINGLE FLASHING

LED COLOR: WHITE

FLASH PERIOD: 4 SECONDS

RANGE: 3 NAUTICAL MILES MINIMUM

GPS FLASH SYNCHRONIZATION: NOT REQUIRED

LIGHTS SHALL CONFORM TO THE REQUIREMENTS OF

UNITED STATES COAST GUARD (USCG), AIDS TO

NAVIGATION (ATON) FOR SAVANNAH RIVER.

DIFFUSER WARNING SIGN

B5

SCALE: NONE

DANGER DAYMARK (DAYBEACON) SHALL CONSIST OF REFLECTIVE

SHEETING APPLIED TO THE FACE OF MARINE BOARD, 5/8" NOMINAL

THICKNESS, FABRICATED TO THE DIMENSIONS INDICATED. REFLECTIVE

SHEETING DIMENSIONS, TEXT TYPE AND SIZE, COLOR AND OTHER

SPECIFICATIONS SHALL BE AS INDICATED ABOVE. DAYBEACON SHALL

CONFORM TO THE REQUIREMENTS OF THE USCG, AIDS TO NAVIGATION

(ATON) FOR SAVANNAH RIVER. MOUNT ONTO STRUCTURES AS

INDICATED ON THE REFERENCED DRAWINGS.

2" ORANGE

RETROREFLECTIVE

BORDER (R)

3" BLACK LETTERS

WHITE DAYBOARD FILM

WARNING DAYMARK (DAYBEACON) SHALL CONSIST OF REFLECTIVE

SHEETING APPLIED TO THE FACE OF MARINE BOARD, 5/8" NOMINAL

THICKNESS, FABRICATED TO THE DIMENSIONS INDICATED. REFLECTIVE

SHEETING DIMENSIONS, TEXT TYPE AND SIZE, COLOR AND OTHER

SPECIFICATIONS SHALL BE AS INDICATED ABOVE. DAYBEACON SHALL

CONFORM TO THE REQUIREMENTS OF THE USCG, AIDS TO NAVIGATION

(ATON) FOR SAVANNAH RIVER. MOUNT DAYMARK WITH THREE 3/16"

304L STAINLESS STEEL U-BOLTS WITH STAINLESS STEEL WASHERS AND

NUTS TO VISUAL BARRIER SUPPORT ROD.

36" (W)

H

3SW WARNING DAYMARK (DAYBEACON)

C5

SCALE: NONE

WARNING!

NO ACCESS

BEYOND THIS

POINT

C5

UC103

U-BOLT LOCATIONS 3 EA.

6" 6"

12" 12"

J A

N

M

J L

WARNING

DO NOT ANCHOR OR

DREDGE WITHIN 250 FEET

OF SHORE - SUBMERGED

OXYGENATED WATER

DIFFUSER

USACE (912) 652-6086

15'-0"

11.6

11.3

11.1

11.5

11.3

11.4

11.3

11.1

11.5

11.311.0

11.1

11.2

11.1

11.6

12.7

12.3

13.3

12.8

12.3

G

R A

V E

L

R

O

A D

C O

N C

. W A

L L

T O

P

O

F

B

A N

K

T O

P

O

F

B

A N

K

T

N

K

RESISITIVITY TEST

RESISITIVITY TEST

100YR EL. 23.0

STATE LINE

X

X

X

X

X

X

X

X

X

E

U

E

U

EU

E

U

EU

E

U

X

X

X

X

X

X

X

X

X

X

X

X

X

X

N: 856341.725

E: 965606.986

ELEVATION: 36.26

CL DRIVEWAY

HW A2

INV: 30.83

HW A1

INV: 27.86

60.68' of 24"

RCP @ 4.90%

END D2

INV: 12.12

END E2

INV: 11.82

END F2

INV: 11.81

END C2

INV: 11.78

END C1

INV: 11.60

END F1

INV: 11.53

END B2

INV: 11.34

END E1

INV: 11.29

END D1

INV: 11.28

END B1

INV: 11.12

68.61' of 36"

RCP @ 0.32%

65.82' of 36"

RCP @ 0.27%

65.79' of 36"

RCP @ 1.28%

66.66' of 36"

RCP @ 0.80%

72.20' of 36"

RCP @ 0.39%

0 1

LAT: N032° 20' 57.73"

LON: W081° 09' 41.65"

LAT: N032° 20' 59.62"

LON: W081° 09' 43.04"

-0+20 0+00 0+80

I N

V

A

A

I N

V

A

A

F

R

C

D

C

A

B

D E

S C

R I P

T I O

N D

A

SAVANNAH

S Y

M B

O L

B Y

PLATE

REFERENCE

NUMBER

SHEET

U

S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

C O

R P

S

O

F

E

N G

I N

E E

R S

S A

V A

N N

S

T R

I C

T

F I L

E

N

A M

E

S U

B M

I T

T E

D

B

Y

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D A

T E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

C A

T E

G O

D

E

P L

T

E

P L

A

L E

S

I Z

E

D

X

$$USERNAME$$

$$SYSTIME$$

$$DGNSPEC$$

D G

N S

P E

C

S Y

S T

I M

E

U S

E R

N A

M E

S A

V A

N N

V

O

X Y

G E

N A

T I O

N

P

R O

J E

C T

V

E R

G R

A D

I N

G

A

N D

D R

A I N

A G

E

P

L A

N

UC111

D E

S I G

N E

R

D R

A W

N

B

Y

S T

O A

Z I U

C d w g

C H

E C

K E

D

B

Y

N

O V

E M

B E

R

W H

N R

C W

K

GRADING AND DRAINAGE PLAN

A1 100'0 50'

SCALE:1"=50'

N

PARKING, MATERIAL

LAY-DOWN, AND

STORAGE AREA

OXYGEN

GENERATION

EQUIPMENT

SLAB EL. 24.00

PAD-MOUNTED UTILITY

TRANSFORMER BY

GEORGIA POWER - SEE

UE101 - ELEV. 24.00

DIFFUSERS

APPROXIMATE

EDGE OF RIVER

SHEET

PILING

INTAKE STRUCTURE

TOP SLAB ELEV. 24.00

ELECTRICAL

CONTROL BUILDING

F.F.E. 24.00

SPEECE CONES

SLAB EL. 14.0

FISH RETURN

TROUGH

EQUIPMENT

ACCESS

NOTE:

VERTICAL DATUM: NAVD88

AUTOMATIC TRANSFER

SWITCH BY GEORGIA

POWER - SEE UE101

RETAINING WALL

A1

UC112

PROPOSED

GRADE

EXISTING

GRADE

STORM DRAIN PROFILE

D2

SCALES: 1" = 50' (HORIZ)

1" = 10' (VERT)

CONCRETE

FLUME

CONCRETE

SLAB FOR AC

CONDENSING

UNIT

BALLISTIC

BARRIER

60" STAINLESS STEEL

DISCHARGE PIPE

TRASH DECK

TRACK

TRASH

DUMPSTER

CONCRETE

SLAB

TRUCK DOCK

EU

x

E x

TREE LINE/BUSH LINE

EXISTING CONTOUR

EXIST. OVERHEAD ELECTRIC LINE

EXIST. UNDERGROUND ELECTRIC

LEGEND

AGGREGATE SURFACING

WETLAND

X X

SECURITY FENCE

HANDRAIL - SEE US512

EU

PROPOSED UNDERGROUND ELECT. LINE

E

PROPOSED OVERHEAD ELECTRIC LINE

G x

EXIST. GAS LINE

GUARD RAIL

CONCRETE CURB & GUTTER

DRAINAGE PIPE

PROPOSED CONTOUR

EXISTING POWER POLE

PROPOSED BOLLARD

PROPOSED POWER POLE

20.73 PROPOSED ELEVATION

AIR RELIEF VALVEA.R.V.

PROPOSED REMOVABLE BOLLARD

WET ENHANCED

SWALE #1

WET

ENHANCED

SWALE #2

BORROW AND

SPOIL AREA

A1

UC503

A1

UC503

60" STAINLESS STEEL

DISCHARGE PIPE

60" HDPE

DISCHARGE PIPE

BORROW AREA

NOTE: CONTRACTOR SHALL

PROVIDE FINISH GRADES

THAT RESULT IN ADEQUATE

DRAINAGE (MIN. 1%)

CONCRETE-LINED DITCH

SEE D4/UC502

J A

N

M

J L

CONCRETE-LINED DITCH

SEE D4/UC502

CONTRACTOR SHALL INSTALL AN ADDITIONAL 12 INCHES OF

AGGREGATE IN AREA FROM STATION 3+50 TO 3+60 THAT WILL BE

REMOVED AT THE END OF CONSTRUCTION. THE ENDS OF THIS

ADDITIONAL AGGREGATE SHALL BE FEATHERED TO TRANSITION

TO ADJACENT AGGREGATE. THIS MATERIAL WILL BE SPREAD ON

SITE ROADS OR LAYDOWN AREA, AT CO'S DIRECTION

11.1

11.5

11.1

11.1

12.7

12.3

13.3

12.8

12.3

T O

P

O

F

B

A N

K

T

N

K

RESISITIVITY TEST

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

E

U

E

U

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

X

X

X

END F1

INV: 11.53

72.20' of 36"

RCP @ 0.39%

24.18

24.00

22.68

21.89

20.78

20.67

20.68

21.15

23.58

22.13

24.00

24.18

24.00

23.04

23.22

22.13

14.01

14.01

13.80

14.01

13.97

23.17

23.22

24.00

23.38

23.47

24.00

23.50

23.51

22.94

24.00

24.00

23.53

23.20

23.29

23.67

23.90

23.46

23.28

23.36

23.49

23.00

22.00

13.80

13.86

24.00

D

C

A

B

D E

S C

R I P

T I O

N D

A

SAVANNAH

S Y

M B

O L

B Y

PLATE

REFERENCE

NUMBER

SHEET

U

S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

C O

R P

S

O

F

E

N G

I N

E E

R S

S A

V A

N N

S

T R

I C

T

F I L

E

N

A M

E

S U

B M

I T

T E

D

B

Y

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D A

T E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

C A

T E

G O

D

E

P L

T

E

P L

A

L E

S

I Z

E

D

X

$$USERNAME$$

$$SYSTIME$$

$$DGNSPEC$$

D G

N S

P E

C

S Y

S T

I M

E

U S

E R

N A

M E

S A

V A

N N

V

O

X Y

G E

N A

T I O

N

P

R O

J E

C T

V

E R

P A

R T

I A

L

G

R A

D I N

G

A

N D

D R

A I N

A G

E

P

L A

N

UC112

D E

S I G

N E

R

D R

A W

N

B

Y

S T

O A

Z I U

C d w g

C H

E C

K E

D

B

Y

N

O V

E M

B E

R

W H

N R

C W

K

PARTIAL GRADING PLAN

A1

N

NOTE:

VERTICAL DATUM: NAVD88

40'10'

SCALE:1"=20'

0 20'

A1

DC401

A1

DC401

EU

x

E x

TREE LINE/BUSH LINE

EXISTING CONTOUR

EXIST. OVERHEAD ELECTRIC LINE

EXIST. UNDERGROUND ELECTRIC

LEGEND

AGGREGATE SURFACING

WETLAND

X X

SECURITY FENCE

HANDRAIL - SEE US512

EU

PROPOSED UNDERGROUND ELECT. LINE

E

PROPOSED OVERHEAD ELECTRIC LINE

G x

EXIST. GAS LINE

GUARD RAIL

CONCRETE CURB & GUTTER

DRAINAGE PIPE

PROPOSED CONTOUR

EXISTING POWER POLE

PROPOSED BOLLARD

PROPOSED POWER POLE

20.73 PROPOSED ELEVATION

AIR RELIEF VALVEA.R.V.

PROPOSED REMOVABLE BOLLARD

WET ENHANCED

SWALE #1

WET

ENHANCED

SWALE #2

J A

N

M

J

11.6

11.3

11.1

11.5

11.3

11.4

11.3

11.1

11.5

11.311.0

11.1

11.2

11.1

11.6

12.7

12.3

13.3

12.8

12.3

N: 856338.827

E: 965595.693

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

X

X

X X

X

X

X

X

X X

X

X

X

X

X

X

X

LIMITS OF

DISTURBANCE

LIMITS OF

DISTURBANCE

LIMITS OF

DISTURBANCE

LIMITS OF

DISTURBANCE

LIMITS OF

DISTURBANCE

100-YEAR FLOOD

ELEVATION

100-YEAR FLOOD

ELEVATION

WETLAND

DELINEATION

EDGE

BORROW PIT AREA

WET

ENHANCED

SWALE #1

X

WET

ENHANCED

SWALE #2

Sample

Point #2

Sample

Point #1

18" TYPE III GEORGIA

RIPRAP SLOPE

STABILIZATION

2 1

0 1

20'W x 25'L RIPRAP

(TYP. @ EA. PIPE)

D

C

A

B

D E

S C

R I P

T I O

N D

A

SAVANNAH

S Y

M B

O L

B Y

PLATE

REFERENCE

NUMBER

SHEET

U

S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

C O

R P

S

O

F

E

N G

I N

E E

R S

S A

V A

N N

S

T R

I C

T

F I L

E

N

A M

E

S U

B M

I T

T E

D

B

Y

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D A

T E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

C A

T E

G O

D

E

P L

T

E

P L

A

L E

S

I Z

E

D

X

$$USERNAME$$

$$SYSTIME$$

$$DGNSPEC$$

D G

N S

P E

C

S Y

S T

I M

E

U S

E R

N A

M E

S A

V A

N N

V

O

X Y

G E

N A

T I O

N

P

R O

J E

C T

V

E R

I N

T E

R M

E D

I A

O

S I O

N

A N

D

S

E D

I M

E N

T

C O

N T

R O

L

P

L A

N

UC131

S

A

G U

D E

L O

M

D

R A

K E

S T

O A

Z I U

C d w g

J

S

T U

D E

R

N

O V

E M

B E

R

W H

N R

C W

K

100'0 50'

SCALE:1"=50'

N

NOTE:

VERTICAL DATUM: NAVD88

INTERMEDIATE EROSION AND SEDIMENT CONTROL PLAN

A-1

Sd1-C

Sd1-C

Sd1-C

Sd1-C

Sd1-C

Sd1-C

Co

Sd4

Bf

Co

A CRUSHED STONE PAD LOCATED AT THE

CONSTRUCTION SITE EXIT TO PROVIDE A

PLACE FOR REMOVING MUD FROM TIRES

THEREBY PROTECTING PUBLIC STREETS.

CONSTRUCTION

EXIT

CODE PRACTICE DESCRIPTION

MAP

SYMBOL

Bf

AN UNDISTURBED NATURAL "GREEN BELT"

SEPARATING THE LAND DISTURBED SITE

FROM SURROUNDING PROPERTY AND

BORDERING STREAMS. IT SERVES TO

REDUCE WATER VELOCITY AND REMOVE

SOME SEDIMENT. IT IS ALSO AT TIMES A

NOISE OR "VISION POLLUTION" BARRIER.

BUFFER

ZONE

Bf

SEDIMENT

BARRIER

A BARRIER TO PREVENT SEDIMENT FROM

LEAVING THE CONSTRUCTION SITE. IT

MAY BE A SEDIMENT FENCE. THE

BARRIERS ARE USUALLY TEMPORARY.

X

X

Sd1-C o o o

FLOATING

TURBIDITY

BARRIER

Sd4

GEOTEXTILE MATERIAL (CURTAIN) WITH

FLOATS ON THE TOP, WEIGHTS ON THE

BOTTOM, AND AN ANCHORAGE SYSTEM

THAT MINIMIZES SEDIMENT TRANSPORT

FROM A DISTURBED AREA THAT IS

ADJACENT TO OR WITHIN A BODY OF

WATER.

Ds1 Ds1

ESTABLISHING TEMPORARY PROTECTION

FOR DISTURBED AREAS WHERE

SEEDINGS MAY NOT HAVE A SUITABLE

GROWING SEASON TO PRODUCE AN

EROSION RETARDING COVER.

DISTURBED

AREA

STABILIZATION

(MULCHING

ONLY)

TYPICAL LIMITS OF

DISTURBANCE SECTION

(N.T.S.)

EXISTING

GRADE

SILT FENCE (SEE PLAN)

LIMITS OF DISTURBANCE

PROPOSED GRADE

EXISTING CONTOURS20

PROPOSED CONTOURS

EXISTING DIRT ROAD

100-YEAR FLOOD ELEVATION

LIMITS OF DISTURBANCE

SOILS DELINEATION

WETLANDS

STREAM BUFFER

LEGEND

TOTAL DISTURBED AREA = 6.10 AC

Du

Ds1

Ds2

Du

Ds1

Ds2

Du

Ds1

Ds2

Du

Ds1

Ds2

Du

Ds1

Ds2

Du

CONTROLLING SURFACE AND AIR

MOVEMENT OF DUST ON

CONSTRUCTION SITES, ROADWAYS AND

SIMILAR SITES.

DUST

CONTROL ON

DISTURBED

AREAS

Du

ESTABLISHING A TEMPORARY

VEGETATIVE COVER WITH FAST GROWING

SEEDINGS ON DISTURBED AREAS.

DISTURBED

AREA

STABILIZATION

(WITH

TEMPORARY

SEEDING)

Ds2 Ds2

RIPRAP STREAM BANK STABILIZATION TO

MAINTAIN AND ENHANCE STREAMBANKS,

OR TO PREVENT, OR RESTORE AND

REPAIR SMALL STREAMBANK EROSION

PROBLEMS.

Sb Sb

EROSION

CONTROL

MATTING

BLANKETS

Mb

THE INSTALLATION OF A PROTECTIVE

COVERING (BLANKET) OR SOIL

STABILIZATION MAT ON A PREPARED

PLANTING AREA OF A STEEP SLOPE,

CHANNEL OR SHORELINE.

RIPRAP STREAM BANK

STABILIZATION

Sb

Sb

Sd1-C

DOUBLE-ROW

RIPRAP

RIPRAP

St

A PAVED OR SHORT SECTION OF

RIPRAP CHANNEL AT THE OUTLET OF A

STORM DRAIN SYSTEM PREVENTING

EROSION FROM THE CONCENTRATED

RUNOFF.

STORM

DRAIN

INLET/OUTLET

PROTECTION

St #1

Bf

NOTE: CONTRACTOR SHALL ADJUST

LOCATION AND LENGTH OF

FLOATING TURBIDITY BARRIER

AS NECESSARY DURING

CONSTRUCTION.

Mb

Mb

Mb

Mb

Mb

Mb

TOTAL TEMPORARY IMPACTED AREA OF JURISDICTIONAL WATERS (WETLANDS)

TEMPORARY IMPACTS TO JURISDICTIONAL WATERS

TOTAL TEMPORARY IMPACTED AREA OF JURISDICTIONAL WATER

(SAVANNAH RIVER)

3.31 AC

436 LF

0.35 AC

TOTAL LENGTH IMPACTED AREA OF JURISDICTIONAL WATER

(SAVANNAH RIVER)

SEDIMENT STORAGE REQUIRED VOLUME : 6.10 AC* 67 CY/AC * 27 CF/CY = 11,034 CF

VOLUME PROVIDED BY SILT FENCE: 2,861 LF * 4.52 CF/LF = 12,931 CF

VOLUME PROVIDED BY ENHANCED SWALE #1 =965 CF

VOLUME PROVIDED BY ENHANCED SWALE #2 =3,572 CF

TOTAL SEDIMENT STORAGE VOLUME PROVIDED = 17,468 CF

J A

N

M

J L

CONCRETE-LINED DITCH

SEE D4/UC502

OUTLET PROTECTION

OUTLET

PROTECTION

11.6

11.3

11.1

11.5

11.3

11.4

11.3

11.1

11.5

11.311.0

11.1

11.2

11.1

11.6

12.7

12.3

13.3

12.8

12.3

G

R A

V E

L

R

O

A D

C O

N C

. W A

L L

T O

P

O

F

B

A N

K

T O

P

O

F

B

A N

K

T

N

K

RESISITIVITY TEST

RESISITIVITY TEST

100YR EL. 23.0

STATE LINE

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

0 1

20'W x 25'L RIPRAP

(TYP. @ EA. PIPE)

Ds3

Ds3

D

C

A

B

D E

S C

R I P

T I O

N D

A

SAVANNAH

S Y

M B

O L

B Y

PLATE

REFERENCE

NUMBER

SHEET

U

S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

C O

R P

S

O

F

E

N G

I N

E E

R S

S A

V A

N N

S

T R

I C

T

F I L

E

N

A M

E

S U

B M

I T

T E

D

B

Y

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D A

T E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

C A

T E

G O

D

E

P L

T

E

P L

A

L E

S

I Z

E

D

X

$$USERNAME$$

$$SYSTIME$$

$$DGNSPEC$$

D G

N S

P E

C

S Y

S T

I M

E

U S

E R

N A

M E

S A

V A

N N

V

O

X Y

G E

N A

T I O

N

P

R O

J E

C T

V

E R

F I N

O

S I O

N

A

N D

S E

D I M

E N

T

C

O N

T R

O L

P L

A N

UC141

S

A

G U

D E

L O

M

D

R A

K E

S T

O A

Z I U

C d w g

J

S

T U

D E

R

N

O V

E M

B E

R

W H

N R

C W

K

100'0 50'

SCALE:1"=50'

N

PARKING AND

MATERIAL

LAY-DOWN

OXYGEN

GENERATION

EQUIPMENT

SLAB EL. 24.00

PAD-MOUNTED UTILITY

TRANSFORMERS ELEV. 24.00

DIFFUSERS

APPROXIMATE

EDGE OF RIVER

SHEET

PILING

INTAKE STRUCTURE

TOP SLAB ELEV. 24.00

ELECTRICAL

CONTROL BUILDING

F.F.E. 24.00

SPEECE CONES

SLAB EL. 14.00

FISH RETURN

TROUGH

EQUIPMENT

ACCESS

NOTE:

VERTICAL DATUM: NAVD88

AUTOMATIC TRANSFER SWITCH

RETAINING WALL

Ds3

Ds3

Ds3

EXISTING CONTOURS20

PROPOSED CONTOURS

EXISTING DIRT ROAD

100-YEAR FLOOD ELEVATION

WETLANDS

STREAM BUFFER

LEGEND

CODE PRACTICE DESCRIPTION

MAP

SYMBOL

Bf

AN UNDISTURBED NATURAL "GREEN BELT"

SEPARATING THE LAND DISTURBED SITE

FROM SURROUNDING PROPERTY AND

BORDERING STREAMS. IT SERVES TO

REDUCE WATER VELOCITY AND REMOVE

SOME SEDIMENT. IT IS ALSO AT TIMES A

NOISE OR "VISION POLLUTION" BARRIER.

BUFFER

ZONE

Bf

RIPRAP STREAMBANK STABILIZATION TO

MAINTAIN AND ENHANCE STREAMBANKS,

OR TO PREVENT, OR RESTORE AND

REPAIR SMALL STREAMBANK EROSION

PROBLEMS.

Sb

RIPRAP

STREAM

BANK

STABILIZATION

Sb

ESTABLISHING PERMANENT VEGETATIVE

COVER SUCH AS TREES, SHRUBS, VINES,

GRASSES, SOD OR LEGUMES ON

DISTURBED AREAS.

DISTURBED

AREA

STABILIZATION

(WITH

PERMANENT

VEGETATION)

Ds3 Ds3

Sb

Sb

RIPRAP

STREAM BANK

STABILIZATION

Bf

Bf

RIPRAP

RIPRAP

WET ENHANCED

SWALE #1

WET

ENHANCED

SWALE #2

TYPE III GA DOT

RIPRAP SLOPE

STABILIZATION

WETLAND

DELINEATION

EDGE

FINAL EROSION AND SEDIMENT CONTROL PLAN

A-1

St

A PAVED OR SHORT SECTION OF

RIPRAP CHANNEL AT THE OUTLET OF A

STORM DRAIN SYSTEM PREVENTING

EROSION FROM THE CONCENTRATED

RUNOFF.

STORM

DRAIN

INLET/OUTLET

PROTECTION

St #1

St #2

Ds3

SEE DETAIL A1,

SHEET UC502

DISCHARGE

PIPE

TOTAL PERMANENT IMPACTED AREA OF JURISDICTIONAL WATERS (WETLANDS)

PERMANENT IMPACTS TO JURISDICTIONAL WATERS

TOTAL AREA OF PERMANENT GRADING (WETLANDS)

3.28 AC

1.59 AC

0.90 AC

TOTAL AREA OF CONCRETE STRUCTURES (WETLANDS)

0.39 AC

TOTAL AREA OF RIPRAP (WETLANDS)

0.40 AC

TOTAL LENGTH OF CULVERT PIPES (WETLANDS)

368 LF

TOTAL AREA OF PERMANENT GRAVEL ROAD AND PARKING (WETLANDS)

TOTAL PERMANENT IMPACTED AREA OF JURISDICTIONAL WATER

(SAVANNAH RIVER)

0.28 AC

TOTAL LENGTH OF PERMANENT IMPACTED JURISDICTIONAL WATER

(SAVANNAH RIVER)

435 LF

TOTAL AREA OF PERMANENT CONCRETE AND DISCHARGE PIPE

(SAVANNAH RIVER)

0.05 AC

TOTAL AREA OF PERMANENT RIPRAP (SAVANNAH RIVER)

0.17 AC

TOTAL LENGTH OF SHEET PILE (SAVANNAH RIVER)

389 LF

Sb

RIPRAP

J A

N

M

J L

CONCRETE-LINED DITCH

SEE D4/UC502

CONCRETE-LINED DITCH

SEE D4/UC502

OUTLET PROTECTION

OUTLET

PROTECTION

-10

-10

0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+75

-30

-20

-10

-30

-20

-10

0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+75

D

C

A

B

D E

S C

R I P

T I O

N D

A

SAVANNAH

S Y

M B

O L

B Y

PLATE

REFERENCE

NUMBER

SHEET

U

S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

C O

R P

S

O

F

E

N G

I N

E E

R S

S A

V A

N N

S

T R

I C

T

F I L

E

N

A M

E

S U

B M

I T

T E

D

B

Y

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D A

T E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

C A

T E

G O

D

E

P L

T

E

P L

A

L E

S

I Z

E

D

X

$$USERNAME$$

$$SYSTIME$$

$$DGNSPEC$$

D G

N S

P E

C

S Y

S T

I M

E

U S

E R

N A

M E

S A

V A

N N

V

O

X Y

G E

N A

T I O

N

P

R O

J E

C T

V

E R

S I T

E

T

R A

N S

E C

T S

UC401

M

L O

R E

N Z

M

L O

R E

N Z

S T

O A

Z I U

C d w g

J

S

T U

D E

R

N

O V

E M

B E

R

W H

N R

C W

K

SITE TRANSECT

A1

SITE TRANSECT

C1

ELECTRICAL BUILDING

AGGREGATE SURFACING

INTAKE

STRUCTURE

SPEECE

CONE

SHEET PILES

RETAINING

WALL

OXYGEN

GENERATING

EQUIPMENT SLAB

H-PILE

(TYP.)

H-PILE

(TYP.)

H-PILE

(TYP.)

EQUIPMENT

ACCESS

SPEECE

CONE

GUARDRAIL

SEE DS512

J A

N

M

-40

-35

-30

-25

-20

-15

-10

-5

-40

-35

-30

-25

-20

-15

-10

-5

1+00

2+00

-0.24%

0.00%

S T

A

E L

E V

S T

A

E L

E V

A R

V

E L

E V

A R

V

E L

E V

P V

I

E L

P V

I

E L

P V

I

E L

P V

I

E L

X

X

X

X

X

X

X

X

X

X X X

X

X

X

X

X

X

B

E

P

P

N57°09'28"E

136.71'

P.I. STA: 0+98.11

P.I. N=855895.6401

P.I. E=966444.2522

=090°00'00.00"

R=7.50'

T=7.50'

L=11.78'

S32°50'32"E

90.61'

D

C

A

B

D E

S C

R I P

T I O

N D

A

SAVANNAH

S Y

M B

O L

B Y

PLATE

REFERENCE

NUMBER

SHEET

U

S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

C O

R P

S

O

F

E

N G

I N

E E

R S

S A

V A

N N

S

T R

I C

T

F I L

E

N

A M

E

S U

B M

I T

T E

D

B

Y

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D A

T E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

C A

T E

G O

D

E

P L

T

E

P L

A

L E

S

I Z

E

D

X

$$USERNAME$$

$$SYSTIME$$

$$DGNSPEC$$

D G

N S

P E

C

S Y

S T

I M

E

U S

E R

N A

M E

100'0 50'

SCALE:1"=50'

100'0 50'

SCALE:1"=50' (HORIZ)

SCALE: 1"= 5' (VERT)

10'0 5'

A1

US530

DISCHARGE PIPE

SUPPORTS ON LAND

(10' O.C. TYP.)

60" DISCHARGE PIPE

PROPOSED

GRADE

EXISTING GRADE

DIFFUSERS

(TYP. 11 EA.)

C4

UD502

DIFFUSER

9.5'x11'x36.50'

MONOLITHIC

CONCRETE

ANCHOR BLOCK -

SEE US531

S A

V A

N N

V

O

X Y

G E

N A

T I O

N

P

R O

J E

C T

V

E R

V

S

C H

A R

G E

P I P

E

P

L A

N

A

O

F I L

E

UC411

D

A

S H

L O

C K

M

L O

R E

N Z

S T

O A

Z I U

C d w g

J

S

T U

D E

R

N

O V

E M

B E

R

W H

N R

C W

K

A2

US530

DISCHARGE PIPE

SUPPORTS IN RIVER

(10' O.C. TYP.)

J A

N

M

SLOPE 2% SLOPE 2%

L

PREPARED SUBGRADE

12'-0" 12'-0"

9"

GROUND

STABILIZATION

GEOTEXTILE

PROPOSED PERMANENT MAIN

ACCESS ROAD

AGGREGATE SURFACING

5'-0" SHOULDER

5'-0" SHOULDER

PREPARED SUBGRADE

AGGREGATE SURFACINGGROUND

STABILIZATION

GEOTEXTILE

9"

D

C

A

B

D E

S C

R I P

T I O

N D

A

SAVANNAH

S Y

M B

O L

B Y

PLATE

REFERENCE

NUMBER

SHEET

U

S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

C O

R P

S

O

F

E

N G

I N

E E

R S

S A

V A

N N

S

T R

I C

T

F I L

E

N

A M

E

S U

B M

I T

T E

D

B

Y

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D A

T E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

C A

T E

G O

D

E

P L

T

E

P L

A

L E

S

I Z

E

D

X

$$USERNAME$$

$$SYSTIME$$

$$DGNSPEC$$

D G

N S

P E

C

S Y

S T

I M

E

U S

E R

N A

M E

S A

V A

N N

V

O

X Y

G E

N A

T I O

N

P

R O

J E

C T

V

E R

C I V

T

A I L

S

S H

E E

UC502

S

A

G U

D E

L O

C

B

U D

S O

C K

S T

O A

Z I U

C d w g

J

S

T U

D E

R

N

O V

E M

B E

R

W H

N R

C W

K

A1

SCALE: N.T.S.

GA DOT STD DETAIL D-9 CONCRETE FLUME TYPE "A"

B4

SCALE: 3/8" = 1'-0"

PARKING AREA

C4

SCALE: 3/8" = 1'-0"

ACCESS ROAD

2'-0"

1'-0"

NATURAL GROUND

SUBGRADE

4" CONCRETE

DITCH 3,000 PSI

4"

D4

SCALE: N.T.S.

CONCRETE LINED DITCH SECTION

J A

N

M

J L

CONTRACTOR SHALL INSTALL AN ADDITIONAL 12 INCHES OF AGGREGATE IN AREA

FROM STATION 3+50 TO 3+60 THAT WILL BE REMOVED AT THE END OF

CONSTRUCTION. THE ENDS OF THIS ADDITIONAL AGGREGATE SHALL BE

FEATHERED TO TRANSITION TO ADJACENT AGGREGATE. THIS MATERIAL WILL BE

SPREAD ON SITE ROADS OR LAYDOWN AREA, AT CO'S DIRECTION.

C

A

B

D E

S C

R I P

T I O

N D

A

SAVANNAH

S Y

M B

O L

B Y

PLATE

REFERENCE

NUMBER

SHEET

U

S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

C O

R P

S

O

F

E

N G

I N

E E

R S

S A

V A

N N

S

T R

I C

T

F I L

E

N

A M

E

S U

B M

I T

T E

D

B

Y

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D A

T E

S O

L I C

I T

A T

I O

N

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A. DESIGN CRITERIA:

1. BUILDING CODE - INTERNATIONAL BUILDING CODE 2012 WITH GEORGIA AMENDMENTS.

2. ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.

3. ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY.

4. ACI 630-11 BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES.

5. AISC 360-10 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS.

6. DESIGN DEAD LOADS:

FLOOR= 100PSF

ROOF= 20 PSF

7. DESIGN LIVE LOADS:

A.FLOOR:

COVERED SLABS & FLOORS/WALKWAYS= 125PSF

STAIRS= 100 PSF

CONCENTRATED=300 LBS

PARTITION= 15 PSF

B.ROOF= 20 PSF

8. WIND LOADS :

A. PIPE RACK FRAMING

BASIC WIND SPEED: V = 140 MPH

IMPORTANCE FACTOR: I =1.0

EXPOSURE: D

OCCUPANCY CATEGORY: II

B. PIPING

BASIC WIND SPEED: V = 140 MPH

IMPORTANCE FACTOR: I =1.0

EXPOSURE: D

OCCUPANCY CATEGORY: II

9. EARTHQUAKE LOADS:

A. WATER INTAKE STRUCTURE

0.2 SEC SPECTRAL RESPONSE ACCELERATION: SS = 0.312g

1 SEC SPECTRAL RESPONSE ACCELERATION: S1 = 0.12g

OCCUPANCY CATEGORY: II

SITE CLASS: D

DESIGN CATEGORY: C

IMPORTANCE FACTOR: I = 1.0

FRAMING SYSTEM: ORDINARY REINFORCED CONCRETE SHEAR WALLS

RESPONSE MOD. FACTOR: R = 4

SYSTEM OVER-STRENGTH: Ω0 = 2.5

DEFLECTION AMPLIFICATION FACTOR: CD = 4

RESPONSE COEFFICIENT:CS = 0.107

DESIGN BASE SHEAR: V = 1500 KIPS

ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE

B. OXYGENATION STRUCTURE

0.2 SEC SPECTRAL RESPONSE ACCELERATION: SS = 0.312g

1 SEC SPECTRAL RESPONSE ACCELERATION: S1 = 0.12g

OCCUPANCY CATEGORY: II

SITE CLASS: F

DESIGN CATEGORY: C

IMPORTANCE FACTOR: I = 1.0

RESPONSE MOD. FACTOR: R = 3

SYSTEM OVER-STRENGTH: Ω0 = 3

DEFLECTION AMPLIFICATION FACTOR: CD = 3

RESPONSE COEFFICIENT:CS = 0.106

DESIGN BASE SHEAR: V = 124 KIPS

ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE

C. SPEECE CONE STRUCTURE

0.2 SEC SPECTRAL RESPONSE ACCELERATION: SS = 0.312g

1 SEC SPECTRAL RESPONSE ACCELERATION: S1 = 0.12g

OCCUPANCY CATEGORY: II

SITE CLASS: F

DESIGN CATEGORY: C

IMPORTANCE FACTOR: I = 1.0

FRAMING SYSTEM: ORDINARY STEEL CONCENTRICALLY BRACED FRAME

RESPONSE MOD. FACTOR: R = 3.25

SYSTEM OVER-STRENGTH: Ω0 = 2

DEFLECTION AMPLIFICATION FACTOR: CD = 3.25

RESPONSE COEFFICIENT:CS = 0.098

DESIGN BASE SHEAR: V = 79 KIPS

ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE

D. PIPING

0.2 SEC SPECTRAL RESPONSE ACCELERATION: SS = 0.312g

1 SEC SPECTRAL RESPONSE ACCELERATION: S1 = 0.12g

10. SNOW LOADS:

A.GROUND SNOW LOADS PG = 10 PSF

B. GENERAL:

1. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE STARTING WORK.

NOTIFY THE STRUCTURAL ENGINEER IN WRITING OF CONDITIONS ENCOUNTERED IN THE FIELD

CONTRADICTORY TO THOSE SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS.

2. PROVIDE ADEQUATE BRACING FOR STRUCTURES SO THAT THEY WILL BE STABLE DURING ALL

STAGES OF CONSTRUCTION. THE STRUCTURES AND FOUNDATIONS ARE DESIGNED FOR A

COMPLETED CONDITION ONLY AND THEREFORE REQUIRE ADDITIONAL SUPPORT TO MAINTAIN

STABILITY BEFORE COMPLETION. STRUCTURES SHALL BE CONSIDERED COMPLETE WHEN

ALL STRUCTURAL MEMBERS ARE COMPLETED AND HAVE ATTAINED THEIR SPECIFIED DESIGN

STRENGTH AS SHOWN ON THE DRAWINGS.

3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, ADEQUACY, AND SAFETY OF

ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC.

4. COORDINATE STRUCTURAL CONTRACT DOCUMENTS WITH ARCHITECTURAL, MECHANICAL,

ELECTRICAL, PLUMBING AND CIVIL. NOTIFY STRUCTURAL ENGINEER OF ANY CONFLICT AND/OR

OMISSION.

5. COORDINATE AND VERIFY ALL OPENING SIZES AND LOCATIONS WITH ARCHITECTURAL,

MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS. FOR ADDITIONAL OPENINGS NOT

SHOWN ON THE STRUCTURAL DRAWINGS, SEE PROCESS DRAWINGS.

6. REVIEW OF SUBMITTALS AND/OR SHOP DRAWINGS BY THE STRUCTURAL ENGINEER DOES NOT

RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO REVIEW AND CHECK SHOP DRAWINGS

BEFORE SUBMITTAL TO THE STRUCTURAL ENGINEER. THE CONTRACTOR REMAINS SOLELY

RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP

DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS, AND DIMENSIONS SPECIFIED IN THE

CONTRACT DOCUMENTS. CONTRACTOR IS ALSO RESPONSIBLE FOR MEANS, METHODS,

TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION.

C. FOUNDATIONS:

1. THE DESIGN OF THE FOUNDATIONS, RETAINING WALLS, STRUCTURAL SLABS AND SHEET PILE

WALLS IS BASED ON CRITERIA ESTABLISHED IN THE GEOTECHNICAL REPORT PREPARED BY

AMEC ENVIRONMENT & INFRASTRUCTURE, INC.,.

2. A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF GEORGIA SHALL INSPECT THE

CONDITION AND ASSURE THE ADEQUACY OF ALL SUB GRADES, FILLS AND BACK FILLS BEFORE

PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS, AND WALLS. HE SHALL SUBMIT REPORTS

TO THE CONTRACTING OFFICER DESCRIBING HIS FINDINGS, INCLUDING ANY

NON-CONFORMING WORK.

3. GROUND WATER SHALL BE KEPT AT LEAST 3 FEET BELOW THE DEEPEST FOUNDATION

BEARING ELEVATION DURING CONSTRUCTION.

4. FOR EARTHWORK & BACKFILL INSTALLATION REFER TO SPECIFICATION SECTION 31 00 00.

5. FOOTINGS MAY BE CAST INTO AN EARTH-FORMED TRENCH IF SOIL CONDITIONS PERMIT.

6. EXCAVATION FOR FOOTING SHALL BE CUT TO ACCURATE SIZE AND DIMENSIONS AS SHOWN

ON PLANS. ALL SOIL BELOW SLABS AND FOOTINGS SHALL BE PROPERLY COMPACTED AND

SUB-GRADE BROUGHT TO A REASONABLE TRUE AND LEVEL PLANE BEFORE PLACING

CONCRETE.

7. FOOTING CONCRETE SHALL BE CAST ON THE SAME DAY THE EXCAVATION IS APPROVED. IF

THE BEARING SURFACE IS ALLOWED TO BECOME DISTURBED IN ANY WAY, IT SHALL BE

REWORKED TO THE SATISFACTION OF THE TESTING ENGINEER PRIOR TO CASTING OF THE

CONCRETE.

8. NO EXCAVATION SHALL BE CLOSER THAN A SLOPE OF 2:1 (2 HORIZONTAL TO 1 VERTICAL) TO A

FOOTING. PROVIDE SHORING AND PROTECTION FOR EXCAVATION BANKS AS NECESSARY TO

PRESERVE SAFETY AND PREVENT CAVING.

9. ALL BEARING STRATA SHALL BE ADEQUATELY DRAINED BEFORE FOUNDATION CONCRETE IS

PLACED.

10.THERE SHALL BE NO HORIZONTAL OR VERTICAL CONSTRUCTION JOINTS IN ANY FOUNDATION

WITHOUT PRIOR WRITTEN APPROVAL FROM ENGINEER.

11.CONCRETE CAST ON SLOPING SURFACES SHALL BEGIN AT THE LOWEST ELEVATION AND

CONTINUE MONOLITHICALLY TOWARD THE HIGHER ELEVATION UNTIL THE INTENDED POUR IS

COMPLETED.

D. CONCRETE:

1. ALL CONCRETE WORK SHALL CONFORM TO ACI 301, "SPECIFICATIONS FOR STRUCTURAL

CONCRETE FOR BUILDINGS. DESIGN IS BASED ON ACI 318, "BUILDING CODE REQUIREMENTS

FOR REINFORCED CONCRETE.

2. CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH IN ACCORDANCE WITH THE

FOLLOWING:

STRENGTH

INTAKE STRUCTURE 5000 PSI

ELECTRICAL BUILDING SLAB 4000 PSI

ALL OTHER CONCRETE

SLABS INDICATED ON THE

STRUCTURAL DRAWINGS 4000 PSI

3. THE PROPOSED MATERIALS AND MIX DESIGN SHALL BE FULLY DOCUMENTED AND REVIEWED

BY THE GOVERNMENT'S TESTING LABORATORY. RESPONSIBILITY FOR OBTAINING THE

REQUIRED DESIGN STRENGTH IS THE CONTRACTOR'S.

4. ALL MIXING, TRANSPORTING, PLACING AND CURING OF CONCRETE SHALL BE DONE IN

ACCORDANCE WITH THE RECOMMENDATIONS OF THE AMERICAN CONCRETE INSTITUTE.

5. USE OF CALCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SALTS IN CONCRETE IS NOT

PERMITTED.

6. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 UNLESS NOTED OTHERWISE.

7. REINFORCING SHALL BE EPOXY COATED AT LOCATIONS THAT WILL BE SUBJECT TO

SUBMERGED CONDITIONS:

A. INTAKE STRUCTURE

B. CAST-IN-PLACE OR PRECAST CONCRETE DISCHARGE PIPE STRUCTURES.

8. WELDED WIRE FABRIC (MESH) SHALL CONFORM TO ASTM A185 AND SHALL BE PROVIDED IN

FLAT SHEETS (ROLLS NOT PERMITTED). LAP TWO SQUARES AT SPLICES.

9. UNLESS NOTED OTHERWISE, SAMPLES FOR STRENGTH TESTS OF EACH CLASS OF CONCRETE

PLACED EACH DAY SHALL BE TAKEN BY THE TESTING AGENCY NOT LESS THAN ONCE A DAY,

NOR LESS THAN ONCE FOR EACH 100 CUBIC YARDS OF CONCRETE, NOR LESS THAN ONCE

FOR EACH 5000 SQUARE FEET OF SURFACE AREA FOR SLABS AND WALLS. SAMPLE CONCRETE

IN ACCORDANCE WITH ASTM C172. PERFORM THE FOLLOWING TESTS IN ACCORDANCE WITH

THE INDICATED STANDARD:

SLUMP: ASTM C143

AIR CONTENT: ASTM C231 OR C173

COMPRESSIVE STRENGTH: ASTM C39, WITH ONE CYLINDER AT 7 DAYS, 2 CYLINDERS AT 28

DAYS, AND ONE SPECIMEN HELD IN RESERVE.

10.HORIZONTAL CONSTRUCTION JOINTS ARE PERMITTED ONLY WHERE INDICATED. THE

LOCATION OF VERTICAL CONSTRUCTION JOINTS SHALL BE APPROVED BY THE ARCHITECT.

CONSTRUCTION JOINTS SHALL BE THOROUGHLY ROUGHENED BY MECHANICAL MEANS, AND

CLEANED.

11.PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE; SPLICE ONLY AS SHOWN OR

APPROVED; STAGGER SPLICES WHERE POSSIBLE; USE CLASS "B" TENSION SPLICE UNLESS

NOTED OTHERWISE. DOWELS SHALL MATCH THE SIZE AND SPACING OF THE SPECIFIED

REINFORCEMENT AND SHALL BE LAPPED WITH CLASS "B" TENSION SPLICES. UNLESS NOTED

OTHERWISE LAP LENGTHS EXPRESSED IN NUMBER OF BAR DIAMETERS SHALL BE AS FOLLOWS.

APPROVED MECHANICAL COUPLERS MAY BE USED IN LIEU OF PHYSICAL SPLICING:

FOR UNCOATED REINFORCING BAR:

FOR EPOXY COATED REINFORCING BAR :

NOTE:

TOP BARS ARE HORIZONTAL BARS WHERE THE DEPTH OF CONCRETE CAST IN ONE LIFT

BENEATH THE BAR EXCEEDS 12". PROVIDE TOP BAR LAP SPLICE LENGTH FOR ALL

CONCRETE WALL HORIZONTAL BARS.

AT EPOXY COATED WITH COVER < 3db OR CLEAR SPACING < 6db USE MECHANICAL

COUPLERS.

12.PROVIDE #4 @ 12” CENTERS TEMPERATURE BARS AT RIGHT ANGLES TO MAIN BARS FOR ALL

SOLID SLABS ABOVE GRADE UNLESS NOTED OTHERWISE.

13.MINIMUM CONCRETE COVER (UNLESS NOTED OTHERWISE) SHALL BE:

14.SCHEDULED OR DETAILED REINFORCING STEEL SHALL NOT BE TACK WELDED FOR ANY

REASON. WELDED REINFORCING STEEL SPLICES ARE NOT PERMITTED WITHOUT ENGINEER

APPROVAL. WHERE WELDING IS APPROVED IT SHALL CONFORM TO AWS D1.4 STRUCTURAL

WELDING CODE - REINFORCING STEEL.

15.CORNER BARS SHALL BE OF EQUAL SIZE AND SPACING AS THE MAIN REINFORCING AND LAP

SPLICES TO 44 BAR DIAMETERS MINIMUM.

16.SLAB-ON-GRADE SHALL BE SAW CUT IMMEDIATELY AFTER CONCRETE HARDENS.

CONTRACTOR TO SUBMIT LAYOUT AND CONSTRUCTION SCHEDULE.

17.SAWN CONTROL JOINTS SHALL BE PLACED AS SOON AS CONCRETE IS ABLE TO BE SAWN

WITHOUT PULLING AGGREGATE FROM FLOOR. SLABS SHALL NOT BE LEFT OVERNIGHT, OR

ANY REASONABLE AMOUNT OF TIME, WITHOUT SAWING JOINTS. WEATHER IS CRITICAL TO

SCHEDULE OF SAWN JOINTS. IF LARGE AREAS OF SLAB ARE POURED AT ONE TIME, SEVERAL

SAWN MAY BE REQUIRED TO PROVIDE JOINTS ARE POURED AT ONE TIME, SEVERAL SAWS MAY

BE REQUIRED TO PROVIDE JOINTS IN TIME TO PREVENT SHRINKAGE CRACKING. PROPER

JOINTING OF SLAB IS CRITICAL. REFER TO ACI MANUAL OF CONCRETE PRACTICE FOR PROPER

JOINTING TECHNIQUES.

18.WHERE FOOTINGS, WALLS, OR OTHER STRUCTURAL ELEMENTS INTERSECT, CORNER OR TEE,

PROVIDE CORNER BARS WITH REQUIRED LAP LENGTHS TO PROVIDE CONTINUITY OF

HORIZONTAL STEEL REINFORCING U.N.O.

19.PROVIDE A MINIMUM OF 3” COVER FOR ANCHOR BOLTS AND LOCATE HORIZONTAL

REINFORCEMENT TO THE OUTSIDE FOR ANCHOR BOLT CONTAINMENT, U.N.O.

20.PROVIDE TEMPORARY SHORING AND BRACING OF ALL STRUCTURAL AND MISCELLANEOUS

ELEMENTS UNTIL CONCRETE HAS OBTAINED DESIGN STRENGTH AND ALL PERMANENT

BRACING ELEMENTS ARE INSTALLED.

21.WHEN PLACING CONCRETE UNDER HOT OR COLD WEATHER CONDITIONS COMPLY WITH THE

LATEST EDITIONS OF ACI305R: "HOT WEATHER CONCRETING" OR ACI306R: "COLD WEATHER

CONCRETING".

22.TIE ALL REINFORCING STEEL AND EMBODIMENTS SECURELY IN PLACE PRIOR TO PLACING

CONCRETE. PROVIDE SUFFICIENT SUPPORTS TO MAINTAIN THE POSITION OF REINFORCEMENT

WITHIN SPECIFIED TOLERANCES DURING ALL CONSTRUCTION ACTIVITIES. "STICKING" DOWELS

INTO WET CONCRETE IS NOT PERMITTED.

E. STRUCTURAL STEEL:

1. DESIGN CODE:

THIRTEENTH EDITION AMERICAN INSTITUTE OF STEEL CONSTRUCTION "SPECIFICATION FOR

STRUCTURAL STEEL BUILDINGS, AISC 360-10.

2. SHOP DRAWINGS PREPARED IN ACCORDANCE WITH THE LATEST "STRUCTURAL STEEL

DETAILING MANUAL" OF THE AISC SHALL BE SUBMITTED FOR APPROVAL. NO FABRICATION

SHALL BEGIN UNTIL SHOP DRAWINGS ARE COMPLETED AND APPROVED.

3. STEEL SHALL CONFORM TO THE FOLLOWING GRADES:

WIDE FLANGE SHAPES : ASTM A992 (FY=50KSI)

ALL CHANNELS, ANGLES, PLATES, ETC. (UNO): ASTMA36 (FY=36KSI)

STRUCTURAL TUBES: ASTMA500 (FY=46KSI)

ANCHOR BOLTS: ASTMF1554, GRADE 55, U.N.O.

STEEL PIPE: ASTMA53 (FY=35KSI)

BOLTS U.N.O. ASTMA325

WELDING ELECTRODES: ASTME70XX

HARDENED STEEL WASHERS: ASTMF436

NOTE:

ALL CARBON STEEL SHALL BE HOT DIPPED GALVANIZED

10.USE PRE-QUALIFIED WELDED JOINTS AS PER ANSI/AWS D1.1 "STRUCTURAL WELDING CODE-

STEEL". USE ONLY CERTIFIED WELDERS, MINIMUM E70XX ELECTRODES UNLESS NOTED

OTHERWISE.

11.DO NOT USE GAS CUTTING TORCHES FOR CORRECTING FABRICATION ERRORS IN THE

STRUCTURAL FRAMING.

12.BOLTED CONNECTIONS SHALL BE ASSEMBLED AND INSPECTED ACCORDING TO

"SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR ASTM A490 BOLTS".

13.PROVIDE TEMPORARY BRACING OF STRUCTURAL FRAMING UNTIL ALL PERMANENT BRACING,

ROOF DECKS (DIAPHRAGMS) ARE COMPLETELY INSTALLED.

14.PAINT STRUCTURAL STEEL IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. DO NOT

PAINT STEEL SURFACES TO BE ENCASED IN CONCRETE OR RECEIVE SPRAYED ON

FIREPROOFING, CONNECTIONS DESIGNATED AS FRICTION TYPE, OR TO BE WELDED.

15.THE FABRICATOR IS RESPONSIBLE FOR THE DESIGN OF ALL CONNECTIONS SHOWN ON THE

STRUCTURAL DRAWINGS. CONNECTIONS SHOWN ARE SCHEMATIC AND ARE ONLY INTENDED

TO SHOW THE RELATIONSHIP OF MEMBERS CONNECTED. CONNECTION DETAILS INDICATED

ON THE DRAWINGS SHALL BE INCORPORATED INTO FABRICATOR'S CONNECTION DESIGN, SEE

SPECIFICATIONS. UNLESS NOTED OTHERWISE PROVIDE THE GREATER OF ONE OF THE

FOLLOWING BEAM END CONNECTIONS:

MINIMUM 5/16" THICK DOUBLE ANGLE SHEAR CONNECTION, FULL DEPTH OF THE BEAM,

WELDED OR BOLTED WITH VERTICAL BOLT SPACING = 3", OR

WHERE BEAM REACTIONS ARE SHOWN, CONNECTIONS SHALL DEVELOP THE REACTION

GIVEN, OR

WHEN BEAM REACTIONS ARE NOT SHOWN, CONNECTIONS SHALL BE PROPORTIONED TO

SUPPORT 60% OF THE TOTAL UNIFORM LOAD CAPACITY (ULC) SHOWN IN THE UNIFORM LOAD

TABLES OF THE AISC MANUAL, FOR THE GIVEN BEAM, SPAN, AND GRADE OF STEEL

SPECIFIED.

CONNECTIONS SHALL BE PROPORTIONED FOR THE ECCENTRICITY BETWEEN THE

CONNECTION CENTROID AND THE CENTROID OF THE SUPPORTING MEMBER.

BOLTS SHALL BE 3/4" DIA. ASTM A325, U.N.O.

MOMENT CONNECTIONS SHALL BE PROPORTIONED FOR 100% OF THE DESIGN FLEXTURAL

STRENGTH OF THE GIVEN BEAM.

10.SPLICING OF STEEL MEMBERS UNLESS SHOWN ON THE DRAWINGS IS PROHIBITED WITHOUT

WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER.

11.NO HOLES SHALL BE CUT IN ANY STEEL ELEMENT UNLESS THEY ARE DETAILED ON THE

DRAWINGS.

12.FABRICATE AND ERECT STEEL MEMBERS WITH NATURAL CAMBER UP.

13.UNLESS OTHERWISE SHOWN ON DRAWINGS, SIZE OF WELDS SHALL NOT BE SMALLER THAN

1/4”.

14.THE CONTRACTOR SHALL PROVIDE, AT NO ADDITIONAL COST, ALL ADDITIONAL STEEL

CONNECTIONS, GUYING, ETC. REQUIRED FOR ERECTION.

15.OBTAIN ALL FIELD MEASUREMENTS REQUIRED FOR PROPER FABRICATION AND INSTALLATION

OF WORK PRIOR TO DETAILING. PRECISE MEASUREMENTS ARE THE SOLE RESPONSIBILITY OF

THE CONTRACTOR.

16.PROVIDE STIFFENERS FINISHED TO BEAR UNDER ALL LOAD CONCENTRATIONS ON

SUPPORTING MEMBERS, ON ALL MEMBERS FRAMING OVER COLUMNS, AT BEAM COLUMN

JOINTS (AS REQUIRED BY THE AISC SPECIFICATIONS) AND WHERE SHOWN ON THE DRAWINGS.

CONCRETE COVER

A #11 BARS AND SMALLER 3/4 INCHES

B

UNFORMED SURFACE IN CONTACT WITH THE GROUND 3 INCHES

EXTERIOR BASEMENT WALLS 3 INCHES

INTERIOR BASEMENT WALLS 3 INCHES

C

FORMED SURFACES EXPOSED TO EARTH OR WATER

#6 BARS AND LARGER 2 INCHES

#5 BARS AND SMALLER 1 1/2 INCHES

D

FORMED SURFACES NOT EXPOSED TO EARTH OR WATER

BEAMS, GIRDERS AND COLUMNS 1 1/2 INCHES

SLABS, WALLS, JOISTS 3/4 INCHES

REINFORCING BAR LAP SPLICE SCHEDULE (GENERAL USE), U.N.O

BAR SIZE CLASS

TOP BARS OTHER BARS

4000 PSI 5000 PSI 4000 PSI

5000 PSI

#6 OR

SMALLER

A 49 DIA 44 DIA 38 DIA 34 DIA

B 64 DIA 57 DIA 49 DIA 44 DIA

LARGER

THAN #6

A 62 DIA 55 DIA 47 DIA 42 DIA

B 80 DIA 72 DIA 62 DIA 55 DIA

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REINFORCING BAR LAP SPLICE SCHEDULE (INTAKE STRUCTURE), U.N.O

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TOP BARS OTHER BARS

4000 PSI 5000 PSI 4000 PSI

5000 PSI

#6 OR

SMALLER

A 59 DIA 53 DIA 46 DIA 41 DIA

B 77 DIA 69 DIA 59 DIA 53 DIA

LARGER

THAN #6

A 74 DIA 66 DIA 57 DIA 51 DIA

B 96 DIA 86 DIA 74 DIA 66 DIA

C

D

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INTAKE STRUCTURE - FOUNDATION PLAN

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89'-10"

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B

Y

D E

S I G

N E

D

B

Y

D A

T E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

C A

T E

G O

D

E

P L

T

E

P L

A

L E

S

I Z

E

D

X

$$USERNAME$$

$$SYSTIME$$

$$DGNSPEC$$

D G

N S

P E

C

S Y

S T

I M

E

U S

E R

N A

M E

1'-6"

2'-0"

7 @ 5'- 6" = 38'-6"

5'-4"

5 @ 6'-0" = 30'-0"

5'-5"

5'-7"

NOTES:

1. REFERENCE UC001 FOR VERTICAL DATUM. TOP OF

SLAB ELEVATION VARIES U.N.O., REFERENCE US300

FOR ADDITIONAL INFORMATION.

2. INDICATES SLAB STEP, COORDINATE

LOCATION, ELEVATION, AND EXTENT OF ALL

DEPRESSED SLABS WITH MECHANICAL DRAWINGS

PRIOR TO CONSTRUCTION.

3. INDICATES LOCATION OF HP 14x89 PILE. ALL

PILES SUPPORTING THE INTAKE STRUCTURE SHALL

BE TENSION PILES. MINIMUM TIP ELEVATION SHALL

BE -50-0". PILES SHALL BE DRIVEN BELOW MINIMUM

TIP ELEVATION UNTIL AN ALLOWABLE

COMPRESSIVE CAPACITY OF 150 TONS IS

ACHIEVED.

4. STEEL H-PILES SHALL BE DRIVEN FROM THE

WORKING SURFACE WITHOUT PRIOR PILOT HOLE

CONSTRUCTION, I.E. JETTING OR PRE-DRILLING.

5. FOR PILE INSTALLATION PROCEDURES, DRIVING

CRITERIA, ETC., SEE THE PROJECT SPECIFICATIONS.

6. REFERENCE US140 FOR ADDITIONAL INFORMATION

ON SHEET PILES.

7. WITHDRAWAL OF INSTALLED SHEET PILES IS NOT

PERMITTED. THE ENGINEER OF RECORD SHALL BE

CONTACTED IF SHEET PILE RECOVERY IS

REQUIRED.

8. FOR STANDARD CONC. DETAILS, REFERENCE

DRAWING US500.

3'-0"x4'-0"x1'-0"

DEEP

SUMP PIT

A1

US302

A1

US301

4'-0"

A4

US503

A4

US503

SIM.

3'-0"x4'-0"x1'-0"

DEEP

SUMP PIT

B4

US503

C4

US503

C5

US503

US503

B4

SIM.

C2

US503

CIVIL WORK POINT #8

(FACE OF CONCRETE

AT FOUNDATION

LEVEL). REFERENCE

UC102.

1'-8

2"

3'-6" TYP.

T Y

P

FIXED LADDER TO DECK, TYP.

REFERENCE C1/US511

FIXED LADDER TO

DECK, TYP.

REFERENCE

A3/DS511

25'-7"

2'-6" 2'-6"

RC FTG. W/ #7@12 LONG

#5@12 SHORT TOP & BOTT W/

180° HOOKS EA. END @

PROCESS PIPING

C O

O R

D I N

A T

E

S

L A

B

L O

C A

T I O

N

W

I T

H

P R

O C

E S

S

P

I P

I N

G x x

G

T

O

J A

N

B

C

D

3.7 2.9 1.41.83.5

A

B

C

D

3.7 2.9 1.41.83.5

S A

V A

N N

V

O

X Y

G E

N A

T I O

N

P

R O

J E

C T

V

E R

I N

T A

R

U C

T U

E

A

N

US101

M

D

A N

I E

L

L

K

I M

P E

L B

L A

I S

S T

O A

Z I Z

U S d w g

M

G

A R

V E

R

N

O V

E M

B E

R

W H

N R

C W

K

1/4"=1'-0"

INTAKE STRUCTURE - DECK PLAN

A1

1'-0"

2'-0"

1'-0"

TRASH RAKE

SUPPORT

(TYP.)

BAR SCREEN

ASSEMBLY

TYP.

I N

T A

A

N N

N

T A

A

N N

N

T A

A

N N

16'-0"

2'-0"

2'-0" 1'-6"

89'-10"

1'-6"

13'-5"

OPN'G AT PUMP

ASSEMBLY

2'-0"

D

C

A

B

D E

S C

R I P

T I O

N D

A

SAVANNAH

S Y

M B

O L

B Y

PLATE

REFERENCE

NUMBER

SHEET

U

S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

C O

R P

S

O

F

E

N G

I N

E E

R S

S A

V A

N N

S

T R

I C

T

F I L

E

N

A M

E

S U

B M

I T

T E

D

B

Y

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D A

T E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

C A

T E

G O

D

E

P L

T

E

P L

A

L E

S

I Z

E

D

X

$$USERNAME$$

$$SYSTIME$$

$$DGNSPEC$$

D G

N S

P E

C

S Y

S T

I M

E

U S

E R

N A

M E

1'-6" 1'-6"1'-6"

12'-10"

1'-6" 1'-6" 4'-0"5'-8"

EDGE OF

SLAB BELOW

FISH TROUGH TO

RIVER, COORD. W/

MECH/PROCESS DWGS

NOTES:

1.…