W912HN-13-R-0018_AMD5_V1.PDF
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W912HN-13-R-0018 AMD5 DRAWINGS VOL1
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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.
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A.O.
APPROX.
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A.T.C.
AIRHANDLINGUNIT
ALTERNATE
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AMPERES
ACCESSOPENING
APPROXIMATELY
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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.
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LG.HOSEBIBB
HOLLOWCORE
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INSIDEDIAMETER
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JUNCTION
JOINT
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NO.
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MAXIMUM
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MECHANICAL
METAL
MINIMUM
MISCELLANEOUS
MASONRYOPENING
METALTHRESHOLD
MOUNTED
MOUNTING
MECHANICALVENTILATION
MATTGLAZETILE
NOTAPPLICABLE
NOTINCONTRACT
NUMBER
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PAPER
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RETURN
RETURNGRILLE
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T.
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SPECIFICATIONS
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L
P
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T
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OF ENGINEERS
SAVANNAH
S Y
M B
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B Y
PLATE
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NUMBER
SHEET
U
S
A
R M
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N G
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UEXXX
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UEXXX
UEXXX
X
UEXXX
X
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N
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A
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SAVANNAH
S Y
M B
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PLATE
REFERENCE
NUMBER
SHEET
U
S
A
R M
Y
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I N
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D
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N
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$$DGNSPEC$$
D G
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N
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N
NOT USED
NOT USED
Savannah District
D
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B
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N D
A
SAVANNAH
S Y
M B
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B Y
PLATE
REFERENCE
NUMBER
SHEET
U
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A
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I N
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F I L
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N
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S U
B M
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D
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N
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$$SYSTIME$$
$$DGNSPEC$$
D G
N S
P E
C
S Y
S T
I M
E
U S
E R
N A
M E
EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN FOR
SAVANNAH RIVER REOXYGENATION PROJECT - DOWN RIVER
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
D O
V
E R
E R
O S
I O
N
S
E D
I M
E N
T A
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
DC000
S
A
G U
D E
L O
C
B
U D
S O
C K
S T
O A
Z I D
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
FLOOD STATEMENT:
ACCORDING TO GEORGIA FLOOD MAP PANEL 13051C0155F, THE PROJECT SITES
LIE WITHIN FLOOD ZONE AE 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
24 HOUR CONTACT PERSON:
LAURIE SATTLER
(912) 652-6113
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
DC000
EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN COVER SHEET
DC001 EXISTING CONDITIONS PLAN SHEET 1 OF 3
DC002 EXISITNG CONDITIONS PLAN SHEET 2 OF 3
DC003 EXISTING CONDITIONS PLAN SHEET 3 OF 3
DC101 SITE LAYOUT PLAN SHEET 1 OF 3
DC102 SITE LAYOUT PLAN SHEET 2 OF 3
DC103 SITE LAYOUT PLAN SHEET 3 OF 3
DC104 PARTIAL SITE LAYOUT PLAN
DC105 ROADWAY AND SITE LAYOUT PLAN
DC106 NAVIGATION SIGNAGE AND MARKINGS PLAN
DC111 GRADING AND DRAINAGE PLAN SHEET 1 OF 3
DC112 GRADING AND DRAINAGE PLAN SHEET 2 OF 3
DC113 GRADING AND DRAINAGE PLAN SHEET 3 OF 3
DC114 PARTIAL GRADING AND DRAINAGE PLAN
DC121 INITIAL EROSION AND SEDIMENT CONTROL PLAN SHEET 1 OF 3
DC122 INITIAL EROSION AND SEDIMENT CONTROL PLAN SHEET 2 OF 3
DC123 INITIAL EROSION AND SEDIMENT CONTROL PLAN SHEET 3 OF 3
DC131 INTERMEDIATE EROSION AND SEDIMENT CONTROL PLAN SHEET 1 OF 3
DC132 INTERMEDIATE EROSION AND SEDIMENT CONTROL PLAN SHEET 2 OF 3
DC133 INTERMEDIATE EROSION AND SEDIMENT CONTROL PLAN SHEET 3 OF 3
EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN
SHEET LIST TABLE
SHEET
NUMBER
SHEET TITLE
DC141 FINAL EROSION AND SEDIMENT CONTROL PLAN SHEET 1 OF 3
DC142 FINAL EROSION AND SEDIMENT CONTROL PLAN SHEET 2 OF 3
DC143 FINAL EROSION AND SEDIMENT CONTROL PLAN SHEET 3 OF 3
DC151 TRAFFIC CONTROL PLAN
DC401 SITE TRANSECTS
DC411 BACK RIVER DISCHARGE PIPE PLAN AND PROFILE SHEET 1 OF 3
DC412 BACK RIVER DISCHARGE PIPE PLAN AND PROFILE SHEET 2 OF 3
DC413 BACK RIVER DISCHARGE PIPE PLAN AND PROFILE SHEET 3 OF 3
DC414 FRONT RIVER DISCHARGE PLAN AND PROFILE
DC501 CIVIL DETAILS SHEET 1 OF 2
DC502 CIVIL DETAILS SHEET 2 OF 2
DC503 CIVIL FENCE AND GATE DETAILS
DC510 EROSION AND SEDIMENT CONTROL DETAILS SHEET 1 OF 3
DC511 EROSION AND SEDIMENT CONTROL DETAILS SHEET 2 OF 3
DC512 EROSION AND SEDIMENT CONTROL DETAILS SHEET 3 OF 3
DC701 EROSION AND SEDIMENT CONTROL NOTES SHEET 1 OF 3
DC702 EROSION AND SEDIMENT CONTROL NOTES SHEET 2 OF 3
DC703 EROSION AND SEDIMENT CONTROL NOTES SHEET 3 OF 3
DC704 EROSION AND SEDIMENT CONTROL PLAN CHECKLIST
REVISED: 12 MARCH 2014DATE: 7 NOVEMBER 2014
J A
N
M
J L
INV60DI
B-15
B-14
B-7
B-3
B-6
B-2
B-4
C
M
F
B-1
B-12
B-11
B-10
B-6
B-9
U
N
K
N
O
U
I
L
I
T
Y
SOIL
RESISTIVITY
TEST
G
R
A
V
I
V
E
G
R
A
V
I
V
E
A
P
P
R
O
X
C
A
T
I
O
N
I
I
U
N
D
E
R
G
R
O
U
N
D
E
L
E
C
T
R
I
C
B
U
I
L
D
I
N
G
T.B.M.
BUILDING FINISH FLOOR
ELEVATION 25.05 (MLLW)
ELEVATION 20.62 (NAVD88)
INTERNATIONAL
PAPER
TREATMENT POND
V
P
R
O
P
O
S
I
P
P
I
G
A
N
N
E
L
E
X
I
S
T
I
I
P
P
I
A
N
N
E
L
C
E
N
T
E
R
L
I
I
P
P
I
A
N
N
E
L
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
E
E
E
E
E
E
E
E
E
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
LAT: N032° 06' 58.33"
LON: W081° 07' 34.78"
LAT: N032° 06' 56.49"
LON: W081° 07' 34.83"
STA: 922+62.57, 477.08' R
STA: 917+46.46, 597.71' R
STA: 921+23.70, 353.33' R
POWER POLE
N: 771437.00
E: 978257.90
POWER POLE
N: 771566.49
E: 978362.49
POWER POLE
N: 771399.82
E: 978609.87
POWER POLE
N: 771666.34
E: 978913.18
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
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N G
I N
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F I L
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N
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B M
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D
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D W
N
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D
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D
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$$USERNAME$$
$$SYSTIME$$
$$DGNSPEC$$
D G
N S
P E
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S T
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U S
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N A
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S A
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V
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N
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DC101
M
L O
R E
N Z
M
L O
R E
N Z
S T
O A
Z I D
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
A-1
D
I
F
F
U
S
E
R
S
SPEECE CONES
PAD ELEV. 15.35
SHEET PILING
INTAKE STRUCTURE
SLAB EL. 16.60
ELECTRICAL
CONTROL BUILDING
F.F.E. 24.00
OXYGEN
GENERATION
EQUIPMENT
ELEV. 24.00
FISH RETURN
TROUGH
100'0 50'
SCALE:1"=50'
N
RELOCATED
ACCESS ROAD
100 YR FLOOD
ELEV. 15.43
100 YR FLOOD
ELEV. 15.43
PARKING,
MATERIAL
LAY-DOWN &
FIELD OFFICE
EQUIPMENT
ACCESS
DREDGED INTAKE
CHANNEL
NOTE:
VERTICAL DATUM: MLLW 1983-2001 EPOCH
GA POWER-PROVIDED
PAD-MOUNTED UTILITY
SWITCH GEAR - SEE
DE101 - ELEV. 24.00
M A T C H L I N E - S E E S H E E T D C 1 0 2
RETAINING WALL
± 7.5' HIGH
RETAINING WALL
± 7.5' HIGH
DISCHARGE PIPE
GA POWER-PROVIDED
PAD-MOUNTED UTILITY
TRANSFORMERS - SEE
DE101 - ELEV. 24.00
DC104
A1
EDGE OF
WETLAND
PARTIAL SITE
LOCATION PLAN
REMOVABLE BOLLARDS
(TYP. 15 EA.)
CONDENSING
UNIT SLAB
CONCRETE
STOOP
TRASH RAKE
TRACK
DC502
B2
TRASH
DUMPSTER
10'-0"x10'-0"x6'-0" DEEP
PRECAST PINCH VALVE
VAULT
SEE A4/DC502
CONCRETE SLAB
EU
x
E x
TREE LINE/BUSH LINE
EXISTING CONTOUR
EXIST. OVERHEAD ELECTRIC LINE
EXIST. UNDERGROUND ELECTRIC
EXISTING POWER POLE
LEGEND
BORE HOLE (BH)
AGGREGATE SURFACING
WETLAND
X X
SECURITY FENCE - SEE DC503
HANDRAIL - SEE STRUCTURAL
PROPOSED BOLLARD
EU
PROPOSED UNDERGROUND ELECTRIC LINE
E
PROPOSED OVERHEAD ELECTRIC LINE
AIR RELIEF VALVEA.R.V.
PROPOSED REMOVABLE BOLLARD
PROPOSED POWER POLE (APPROX. LOCATION
- VERIFY BEFORE INSTALLATION)
A.R.V.
FUTURE
TRANSFORMER
SEE DE101
NEW POWER POLES,
OVERHEAD ELECTRIC LINE AND
UNDERGROUND ELECTRIC LINE
PROVIDED BY GEORGIA
POWER - SEE DE101
BOLLARDS
(TYP. 37 EA.)
DC502
B4
J A
N
M
J L
SEE VOLUME 3 DOWN RIVER
ACCESS ROAD PLANS FOR ACCESS
ROADWAY CONSTRUCTION LIMITS.
COORDINATE TIE-IN TO VOLUME 3
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
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
E
E
E
E
E
E
E
E
E
E
E
E
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
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
D O
V
E R
P A
R T
I A
L
S
I T
E
L
A Y
O U
T
P L
A N
DC104
M
L O
R E
N Z
M
L O
R E
N Z
S T
O A
Z I D
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 AND UTILITY PLAN
A1
S
C
H
A
R
G
E
P
I
SPEECE CONES
PAD ELEV. 15.35
SHEET PILING
ELECTRICAL
CONTROL BUILDING
F.F.E. 24.00
FISH RETURN
TROUGH
RELOCATED
ACCESS ROAD
100YR FLOOD
ELEV. 15.43
DREDGED
INTAKE
CHANNEL
NOTE:
VERTICAL DATUM: MLLW 1983-2001 EPOCH
S
C
H
A
R
P
E
S
HAND RAIL
HAND RAIL
CONCRETE
SPILLWAY
AND FLUME
CONCRETE STOOP -
SEE B5/DC501
TRASH RAKE
TRACK
TRASH
DUMPSTER
CONCRETE SLAB -
SEE B5/DC501
EU
x
E x
TREE LINE/BUSH LINE
EXISTING CONTOUR
EXIST. OVERHEAD ELECTRIC LINE
EXIST. UNDERGROUND ELECTRIC
EXISTING POWER POLE
LEGEND
BORE HOLE (BH)
AGGREGATE SURFACING
WETLAND
X X
SECURITY FENCE - SEE DC503
HANDRAIL - SEE STRUCTURAL
PROPOSED BOLLARD
EU
PROPOSED UNDERGROUND ELECTRIC LINE
E
PROPOSED OVERHEAD ELECTRIC LINE
AIR RELIEF VALVEA.R.V.
PROPOSED REMOVABLE BOLLARD
PROPOSED POWER POLE (APPROX. LOCATION
- VERIFY BEFORE INSTALLATION)A.R.V. - SEE DC411
A.R.V. - SEE DC114
Q
10' x 10' INSIDE x 6 FEET DEEP PRECAST PINCH VALVE
VAULT ON 12.33' x 12.33' x 9" THICK 4000 PSI CAST-IN-PLACE
CONCRETE SLAB REINFORCED WITH #4 BARS, 12" O.C.
EACH WAY - SEE A4/DC502. CONTRACTOR TO SEAL
AROUND DISCHARGE PIPE PENETRATION WITH
NON-SHRINK GROUT ON BURIED SIDE OF VAULT.
CONTRACTOR SHALL NOT SEAL AROUND PIPE ON EXPOSED
SIDE OF VAULT TO ALLOW DRAINAGE.
SEE SHEET DC105 FOR
ADDITIONAL LAYOUT
INFORMATION.
PARKING,
MATERIAL
LAY-DOWN &
FIELD OFFICE
J A
N
M
J L
CONCRETE SLAB -
SEE B5/DC501
B-7
B-3
B-6
B-2
B-4
B-1
B-6
STA: 922+62.57
477.08' R
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
D O
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
DC106
S
L I N
D
M
D
R A
K E
S T
O A
Z I D
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
SHEET PILING
INTAKE STRUCTURE
SLAB EL. 16.60
ELECTRICAL
CONTROL BUILDING
F.F.E. 24.00
FISH RETURN
TROUGH
40'0 20'
SCALE:1"=20'
N
PARKING AND
MATERIAL
LAY-DOWN
DREDGED INTAKE
CHANNEL
NOTE:
VERTICAL DATUM: MLLW 1983-2001 EPOCH
DISCHARGE PIPE
EU
x
E x
TREE LINE/BUSH LINE
EXISTING CONTOUR
EXIST. OVERHEAD ELECTRIC LINE
EXIST. UNDERGROUND ELECTRIC
EXISTING POWER POLE
LEGEND
BORE HOLE (BH)
AGGREGATE SURFACING
WETLAND
X X
SECURITY FENCE - SEE DC503
HANDRAIL - SEE STRUCTURAL
PROPOSED BOLLARD
EU
PROPOSED UNDERGROUND ELECTRIC LINE
E
PROPOSED OVERHEAD ELECTRIC LINE
AIR RELIEF VALVEA.R.V.
PROPOSED REMOVABLE BOLLARD
PROPOSED POWER POLE (APPROX. LOCATION
- VERIFY BEFORE INSTALLATION)
NAVIGATION SIGNAGE AND MARKINGS PLAN
A1
DISCHARGE PIPE
SIGN:
CANTILEVERED
OVERHANG
ELEV. 24.00
MARKER LIGHT AND DANGER DAYMARK (DAY BEACON) (TYPICAL 5 EA.)
MOUNTED TO EACH H-PILE, FACING CHANNEL; REFER TO DRAWINGS DS150
AND DS514. 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.
WARNING
DO NOT ANCHOR OR
DREDGE WITHIN 250 FEET
OF SHORE - SUBMERGED
OXYGENATED WATER
DIFFUSER
USACE (912) 652-6086
PERMANENT ALUMINUM SIGN ON
6"x6"x12' PRESSURE TREATED
POSTS. CONTRACTOR TO VERIFY
WORDING AND COLOR WITH
USACE PRIOR TO INSTALLATION.
15'-0"
NYLON CARGO NET, 12" GRID PATTERN, 1
INCH BORDER AND 3/4 INCH INTERIOR
SQUARES, 75 FEET BY 23 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 AND 2-EA. DANGER DAYMARK (DAY
BEACON) MOUNTED ON STRUCTURE AS SHOWN ON
DRAWING DS514. 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.
DANGER
2" ORANGE
RETROREFLECTIVE
BORDER (R)
8" BLACK LETTERS
WHITE
DAYBOARD
FILM
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.
4NW DANGER DAYMARK (DAYBEACON)
D5
SCALE: NONE
DIFFUSER WARNING SIGN
C5
SCALE: NONE
MARKER LIGHT AND 2-EA. DANGER DAYMARK (DAY
BEACON) MOUNTED ON STRUCTURE AS SHOWN ON
DRAWING DS514. 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.
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)
B5
SCALE: NONE
WARNING!
NO ACCESS
BEYOND THIS
POINT
B5
DC106
J A
N
M
J L
U-BOLT LOCATIONS 3 EA.
6" 6"12" 12"
B-14
B-7
B-3
B-6
B-2
B-4
B-6
U
N
K
N
O
I
L
I
T
Y
SOIL
RESISTIVITY
TEST
U
N
D
E
R
G
R
O
U
N
D
E
L
E
C
T
R
I
C
B
U
I
L
D
I
N
G
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
E
E
E
E
E
E
E
E
E
E
E
E
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
16.60
16.60
23.68
22.49
22.04
23.05
23.50
23.06
23.09
23.19
22.54
22.10
20.79
20.94
20.47
21.21
21.70
21.78
22.24
22.69
23.15
23.35
22.57
21.76
21.78
21.12
20.84
20.09
20.18
20.57
20.96
20.57
20.08
19.70
19.61
19.51
20.15
23.46
22.09
21.09
20.54
21.41
23.87
23.50
22.94
23.23
23.40
15.35
15.35
15.35
15.35
15.35
15.35
16.31
15.34
22.66
23.73
20.70
20.27
23.21
24.00
24.00
23.37
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
D O
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
DC114
M
L O
R E
N Z
M
L O
R E
N Z
S T
O A
Z I D
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
GRADING AND DRAINAGE PLAN
A1
N
NOTE:
VERTICAL DATUM: MLLW 1983-2001 EPOCH
C1
DC401
A1
DC401
40'10'
SCALE:1"=20'
0 20'
SPEECE CONES
PAD ELEV. 15.35
SHEET
PILING
INTAKE
STRUCTURE
SLAB EL. 16.60
ELECTRICAL
CONTROL
BUILDING
F.F.E. 24.00
OXYGEN
GENERATION
EQUIPMENT
ELEV. 24.00
FISH
RETURN
TROUGH
RETAINING WALL
± 7.5' HIGH
RETAINING WALL
± 7.5' HIGH
30" HDPE
DISCHARGE
PIPE
36" SUPER DUPLEX
STAINLESS STEEL
DISCHARGE PIPE
EU
x
E x
TREE LINE/BUSH LINE
EXISTING CONTOUR
EXIST. OVERHEAD ELECTRIC LINE
EXIST. UNDERGROUND ELECTRIC
EXISTING POWER POLE
LEGEND
BORE HOLE (BH)
AGGREGATE SURFACING
WETLAND
X X
SECURITY FENCE
HANDRAIL - REF. DS512
PROPOSED BOLLARD
PROPOSED POWER POLE (APPROX. LOCATION)
EU
PROPOSED UNDERGROUND ELECTRIC LINE
E
PROPOSED OVERHEAD ELECTRIC LINE
20.73 PROPOSED ELEVATION
PROPOSED CONTOUR
AIR RELIEF VALVEA.R.V.
PROPOSED REMOVABLE BOLLARD
LIMITS OF ACCESS DRIVE - SEE DOWNRIVER
ACCESS ROAD VOLUME 3 PLANS FOR DETAILS
A.R.V.
ENHANCED
SWALE #1
ENHANCED
SWALE #2
J A
N
M
J
INV60DI
B-14
B-7
B-3
B-6
B-2
B-4
C
M
F
B-1
B-12
B-11
B-10
B-6
B-9
U
N
K
N
O
I
L
I
T
Y
SOIL
RESISTIVITY
TEST
G
R
A
V
I
V
E
G
R
A
V
I
V
E
A
P
P
R
O
C
A
T
I
O
N
I
I
U
N
D
E
R
G
R
O
U
N
D
E
L
E
C
T
R
I
C
B
U
I
L
D
I
N
G
T.B.M.
BUILDING FINISH FLOOR
ELEVATION 25.05 (MLLW)
ELEVATION 20.62 (NAVD88)
INTERNATIONAL
PAPER
TREATMENT POND
R
O
P
O
S
I
P
P
I
A
N
N
E
L
E
X
I
S
T
I
I
P
P
I
A
N
N
E
L
C
E
N
T
E
R
L
I
I
P
P
I
A
N
N
E
L
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
0 2
25' BUFFER
100-YEAR
FLOOD
ELEVATION
100-YEAR FLOOD
ELEVATION
25' BUFFER
100-YEAR FLOOD
ELEVATION
ENHANCED
SWALE #1
ENHANCED
SWALE #2
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
D O
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
E
DC141
S
A
G U
D E
L O
C
B
U D
S O
C K
S T
O A
Z I D
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
M A T C H L I N E - S E E S H E E T D C 1 4 2
FINAL EROSION AND SEDIMENT CONTROL PLAN
A-1
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
EXISTING CONTOURS
PROPOSED CONTOURS
EXISTING DIRT ROAD
100-YEAR FLOOD ELEVATION
WETLANDS
STREAM BUFFER
LEGEND
ESTABLISHING PERMANENT VEGETATIVE
COVER SUCH AS TREES, SHRUBS, VINES,
GRASSES, SOD OR LEGUMES ON
DISTURBED AREAS.
DISTURBED
AREA
STABILIZATION
(WITH
PERMANENT
VEGETATION)
Ds3 Ds3
Bf
Bf
Ds3
Ds3
Ds3
Ds3
DISCHARGE PIPE
NOTE: CONTRACTOR SHALL BE RESPONSIBLE
FOR DREDGING AND PERMITTING.
STREAMBANK STABILIZATION
Sb
Sb
STREAM BANK STABILIZATION TO
MAINTAIN AND ENHANCE STREAM BANKS
OR TO PREVENT OR RESTORE AND
REPAIR SMALL STREAM BANK EROSION
PROBLEMS.
Sb
STREAM
BANK
STABILIZATION
Sb
Ds3
St
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
Dn2
A PAVED CHUTE, PIPE, SECTIONAL
CONDUIT OR SIMILAR MATERIAL
DESIGNED TO SAFELY CONDUCT
SURFACE RUNOFF DOWN A SLOPE.
PERMANENT
DOWNDRAIN
STRUCTURE
(LABEL)
Dn2
SEE DETAIL A1
SHEET DC501
St
DISCHARGE PIPE
WEIR AND FLUME
TOTAL PERMANENT IMPACTED AREA OF JURISDICTIONAL WATERS
PERMANENT IMPACTS TO JURISDICTIONAL WATERS
TOTAL LENGTH OF PERMANENT IMPACTED JURISDICTIONAL WATERS
AREA OF PERMANENT EXCAVATION FOR INTAKE APPROACH
AREA OF PERMANENT CONCRETE INTAKE, CONE SLAB, AND DISCHARGE PIPE
LENGTH OF PERMANENT CONCRETE INTAKE AND DISCHARGE PIPE
LENGTH OF PERMANENT STREAM STABILIZATION
0.47 AC
277 LF
0.33 AC
0.1 AC
66 LF
89 LF
LENGTH OF SHEET PILE 128 LF
AREA OF PERMANENT STREAM STABILIZATION
0.04 AC
-30
-20
-10
-30
-20
-10
-0+20 -0+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
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
D O
V
E R
S I T
E
T
R A
N S
E C
T S
DC401
M
L O
R E
N Z
M
L O
R E
N Z
S T
O A
Z I D
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
GRAVEL PARKING AREA
INTAKE
STRUCTURE
EQUIPMENT
ACCESS
SPEECE
CONE
SHEET PILES
SECURITY
FENCE
RETAINING
WALL
OXYGEN
GENERATING
EQUIPMENT SLAB
DREDGED
INTAKE
CHANNEL
INTAKE
PUMP
BEYOND
H-PILE
(TYP.)
H-PILE
(TYP.)
H-PILE
(TYP.)
ACCESS
DRIVE
ACCESS
DRIVE
EQUIPMENT
ACCESS
GUARDRAIL
SEE DS512
J A
N
M
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00
-0.00%
-1 .6
0.10%
-0.10%
S T
A
E L
E V
PVI STA. = 9+14.94
PVI EL. = 18.42'
R=50000.02
100.00 VC
B V
C S
B V
C E
E V
C S
E V
C E
HP STA. = 9+14.94
HP EL. = 18.39'
PVI STA. = 0+25.00
PVI EL. = 19.36'
R=1600.00
26.87 VC
B V
C S
B V
C E
E V
C S
E V
C E
PVI STA. = 1+27.97
PVI EL. = 17.63'
R=9555.56
170.00 VC
B V
C S
B V
C E
E V
C S
E V
C E
LP STA. = 2+03.42
LP EL. = 17.71'
PVI STA. = 12+42.45
PVI EL. = 18.09'
R=50000.00
100.00 VC
B V
C S
B V
C E
S T
A
D R
A
R V
S T
A
D R
A
R V
F
PP
PP
B-15
B-14
B-7
B-3
B-6
B-2
B-4
C
M
F
B-1
B-12
B-6
UNKNOWN UTILITY
S
O
I
L
R
E
S
I
S
T
I
V
I
T
Y
T
E
S
T
GRAVEL DRIVE
BUILDING
I
N
T
E
R
N
A
T
I
O
N
A
L
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
E
E
E
E
E
E
E
E
E
E
E
E
E
E
U
E
U
E
U
E
U
E
U
E
U
E
U
EU
E U
EU
E U
10+00
11+00
1+00
B-13
B-14
M
10+00
11+00
B
P
N
E
P
P
C
N
E
P
P C
N
E
P
C
N
E
P
P
C
N
E
P C
N
E
P
C
N
E
P
C
N
E
P
P
C
N
E
P
T
N
E
P
P
T
N
E
P
P
P
T
N
E
P T
N
E
P
T
N
E
P
T
N
E
P T
N
E
P
P
P.I. STA: 11+68.97
P.I. N=772046.0741
P.I. E=979271.1088
=038°07'50.40"
R=150.00'
T=51.84'
L=99.83'
P.I. STA: 10+69.18
P.I. N=771976.7638
P.I. E=979198.6068
=019°42'06.85"
R=150.00'
T=26.05'
L=51.58'
P.I. STA: 10+05.41
P.I. N=771950.2704
P.I. E=979139.1262
=030°51'49.30"
R=100.00'
T=27.60'
L=53.87'
P.I. STA: 9+44.50
P.I. N=771900.3985
P.I. E=979104.0399
=010°18'18.38"
R=150.00'
T=13.53'
L=26.98'
P.I. STA: 8+69.12
P.I. N=771847.4663
P.I. E=979050.3022
=009°13'54.02"
R=150.00'
T=12.11'
L=24.17'
P.I. STA: 8+25.76
P.I. N=771810.4160
P.I. E=979023.1846
=041°44'41.25"
R=75.00'
T=28.60'
L=54.64'
P.I. STA: 7+61.55
P.I. N=771796.4095
P.I. E=978957.5948
=043°16'12.08"
R=75.00'
T=29.75'
L=56.64'
P.I. STA: 6+60.17
P.I. N=771710.5500
P.I. E=978898.1967
=035°14'09.30"
R=150.00'
T=47.63'
L=92.25'
P.I. STA: 5+58.11
P.I. N=771674.8536
P.I. E=978800.5904
=030°08'24.53"
R=150.00'
T=40.39'
L=78.91'
P.I. STA: 4+56.10
P.I. N=771594.6092
P.I. E=978733.8009
=032°39'09.12"
R=150.00'
T=43.94'
L=85.48'
P.I. STA: 3+54.45
P.I. N=771562.6707
P.I. E=978632.9712
=048°38'43.95"
R=75.00'
T=33.90'
L=63.68'
P.I. STA: 3+00.00
P.I. N=771512.7739
P.I. E=978610.9865
=010°11'24.85"
R=150.00'
T=13.37'
L=26.68'
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
D O
V
E R
B A
K
V
S
C H
A R
G E
P I P
E
P
L A
N
A
O
F I L
E
S H
E E
DC411
D
A
S H
L O
C K
M
L O
R E
N Z
S T
O A
Z I D
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
M
A
T
E
30" HDPE DISCHARGE PIPE
100'0 50'
SCALE:1"=50'
100'0 50'
SCALE:1"=50' (HORIZ)
SCALE: 1"= 10' (VERT)
20'0 10'
30" HDPE
UNRESTRAINED
DISCHARGE PIPE
100 YR ELEV.
15.45 MLLW
SEE VOLUME 3 DOWNRIVER
ACCESS ROAD PLANS FOR
ACCESS ROADWAY
CONSTRUCTION LIMITS.
DC411
B1
DC411
B3
SCALE:
SECTION
1" = 10'-0"
B1
DC411
SCALE:
SECTION
1" = 10'-0"
B3
DC411
6" RIGID
CORRUGATED
HDPE PIPE
CROSS DRAIN @
100' O.C. ±
(TYPICAL)
6" RIGID CORRUGATED
HDPE PIPE CROSS DRAIN
@ 100' O.C. ± (TYPICAL)
MITER UPSTREAM
END OF PIPE TO
MATCH SLOPE.
30" HDPE
UNRESTRAINED
DISCHARGE PIPE
30" HDPE
UNRESTRAINED
DISCHARGE PIPE
1 FOOT THICK
SAND BED
1 FOOT THICK
SAND BED
100 YR. ELEV.
15.45 FEET MLLW
SUPER DUPLEX STAINLESS STEEL DISCHARGE PIPE
REFERENCE 04/DD100 FOR
TRANSITION FROM SUPER
DUPLEX STAINLESS STEEL
TO HDPE.
J A
N
M
J L
13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
-0.10% 0.10%0.10%
PVI STA. = 16+09.11
PVI EL. = 18.46'
R=50000.02
100.00 VC
B V
C S
B V
C E
E V
C S
E V
C E
HP STA. = 16+09.11
HP EL. = 18.43'
E V
C S
E V
C E
LP STA. = 12+42.45
LP EL. = 18.12'
PVI STA. = 20+51.81
PVI EL. = 18.01'
R=50000.02
100.00 VC
B V
C S
B V
C E
E V
C S
E V
C E
LP STA. = 20+51.81
LP EL. = 18.04'
S T
A
D R
A
R V
C
P
PP
PP
T
R
N
E
I
N
T
E
R
N
A
T
I
O
N
A
L
P
A
P
E
R
T
R
E
A
T
M
E
N
D
E
X
I
S
T
I
N
G
C
P
I
G
R
O
U
N
D
E
E
E
E
E
E
E
E
E
E
E
E
E
17+00
B-11
B-12
B-13
17+00
P
P
P
C
N
E
P C
N
E
P C
N
E
P
C
N
E
P
C
N
E
P
P
P
C
N
E
P
P
C
N
E
P
P
C
N
E
P
P
P
P
P
P
T
N
E
P
P T
N
E
P
T
N
E
P
T
N
E
P
P T
N
E
P
T
N
E
P
P
T
N
E
P
P
T
N
E
P
P
P
P.I. STA: 12+69.51
P.I. N=772056.2258
P.I. E=979375.0171
=033°23'54.56"
R=150.00'
T=45.00'
L=87.44'
P.I. STA: 13+71.35
P.I. N=772121.8984
P.I. E=979456.1782
=046°25'30.85"
R=100.00'
T=42.89'
L=81.03'
P.I. STA: 14+53.23
P.I. N=772110.6715
P.I. E=979542.0723
=019°37'16.02"
R=75.00'
T=12.97'
L=25.68'
P.I. STA: 15+28.18
P.I. N=772126.5297
P.I. E=979615.5785
=038°45'25.02"
R=75.00'
T=26.38'
L=50.73'
S '0 "E
.9
P.I. STA: 15+78.59
P.I. N=772103.0639
P.I. E=979662.4743
=011°30'28.04"
R=100.00'
T=10.08'
L=20.08'
P.I. STA: 16+38.52
P.I. N=772087.4592
P.I. E=979720.4096
=022°33'21.58"
R=150.00'
T=29.91'
L=59.05'
P.I. STA: 17+06.08
P.I. N=772045.7389
P.I. E=979774.5243
=033°27'49.47"
R=100.00'
T=30.06'
L=58.41'
P.I. STA: 17+78.13
P.I. N=772040.3782
P.I. E=979848.1033
=052°40'51.56"
R=75.00'
T=37.13'
L=68.96'
S
E
S
E
P.I. STA: 18+78.37
P.I. N=771952.0106
P.I. E=979905.8238
=021°21'57.42"
R=150.00'
T=28.30'
L=55.94'
P.I. STA: 19+80.17
P.I. N=771892.5405
P.I. E=979989.2530
=030°24'06.40"
R=150.00'
T=40.76'
L=79.59'
P.I. STA: 20+80.12
P.I. N=771799.5647
P.I. E=980030.8746
=032°49'14.20"
R=150.00'
T=44.18'
L=85.92'
P.I. STA: 21+84.71
P.I. N=771741.1796
P.I. E=980120.5630
=031°25'49.45"
R=150.00'
T=42.21'
L=82.28'
P.I. STA: 22+85.21
P.I. N=771648.5515
P.I. E=980164.7570
=029°52'19.81"
R=150.00'
T=40.01'
L=78.21'
P.I. STA: 23+85.19
P.I. N=771590.7094
P.I. E=980248.5368
=039°35'39.31"
R=75.00'
T=27.00'
L=51.83'
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
M
A
T
E
M
A
T
E
30" HDPE DISCHARGE PIPE
100'0 50'
SCALE:1"=50'
100'0 50'
SCALE:1"=50' (HORIZ)
SCALE: 1"= 10' (VERT)
20'0 10'
30" HDPE
UNRESTRAINED
DISCHARGE PIPE
100 YR ELEV.
15.45 MLLW
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
D O
V
E R
B A
V
S
C H
A R
G E
P I P
E
P
L A
N
A
O
F I L
E
S H
E E
DC412
D
A
S H
L O
C K
M
L O
R E
N Z
S T
O A
Z I D
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
DC412
B3
6" RIGID
CORRUGATED
HDPE PIPE
CROSS DRAIN @
100' O.C. ±
(TYPICAL)
SCALE:
SECTION
1" = 10'-0"
B3
DC412
6" RIGID CORRUGATED
HDPE PIPE CROSS DRAIN
@ 100' O.C. ± (TYPICAL)
MITER UPSTREAM
END OF PIPE TO
MATCH SLOPE.
30" HDPE
UNRESTRAINED
DISCHARGE PIPE
1 FOOT THICK
SAND BED
100 YR. ELEV.
15.45 FEET MLLW
SEE VOLUME 3 DOWNRIVER
ACCESS ROAD PLANS FOR
ACCESS ROADWAY
CONSTRUCTION LIMITS.
J A
N
M
J L
-40
-35
-30
-25
-20
-15
-10
-5
-40
-35
-30
-25
-20
-15
-10
-5
25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00
-1 .4
-1.15%
-0.25%
-0.40%
S T
A
E L
E V
D R
A
R V
S
T A
E L
E V
S T
A
E L
E V
PVI STA. = 29+29.75
PVI EL. = 4.67'
R=795.01
61.04 VC
B V
C S
B V
C E
E V
C S
E V
C E
PVI STA. = 26+60.81
PVI EL. = 7.76'
R=20638.48
58.81 VC
B V
C S
B V
C E
E V
C S
E V
C E
PVI STA. = 30+84.11
PVI EL. = -9.02'
R=2500.00
34.82 VC
B V
C S
B V
C E
E V
C S
E V
C E
PVI STA. = 32+87.00
PVI EL. = -24.15'
R=675.00
48.51 VC
B V
C S
B V
C E
E V
C S
E V
C E
PVI STA. = 26+02.06
PVI EL. = 8.61'
R=175.31
40.00 VC
B V
C S
B V
C E
E V
C S
E V
C E
A R
V
B E
N D
B
EXISTING
6" PVC
PIPE ON
GROUND
E
E
E
E
E
E
B-11
S
E
P.I. STA: 25+62.14
P.I. N=771447.3742
P.I. E=980347.8140
=061°03'09.04"
R=1.93'
T=1.14'
L=2.06'
STA: 21+72.18, 0.00'
P.I. STA: 24+50.64
P.I. N=771525.6503
P.I. E=980266.9274
=034°52'09.57"
R=75.00'
T=23.55'
L=45.64'
P.I. STA: 25+12.29
P.I. N=771485.6351
P.I. E=980315.7356
=010°40'36.66"
R=150.00'
T=14.02'
L=27.95'
E
P
N
E
P
I
N
E
P
P
P
P
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N
E
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N
E
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P
P
T
N
E
P
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D E
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T I O
N D
A
SAVANNAH
S Y
M B
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B Y
PLATE
REFERENCE
NUMBER
SHEET
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O
F
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N G
I N
E E
R S
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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
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
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G O
D
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T
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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
M
A
T
E
30" S U
P E
R D
U P
LE
X
S T
A
IN
LE
S
S S
T E
E L D
IS
C
H A
R G
E P
IP
E
A1, A2, A4, & B5
DS530
DISCHARGE PIPE
SUPPORTS IN RIVER
(10' O.C. TYP.)
100'0 50'
SCALE:1"=50'
100'0 50'
SCALE:1"=50' (HORIZ)
SCALE: 1"= 10' (VERT)
20'0 10'
B3
DD503
DIFFUSER
30" DISCHARGE PIPE
25+51.30
AIR RELIEF VALVE
100 YR ELEV.
15.45 MLLW
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
D O
V
E R
B A
V
S
C H
A R
G E
P I P
E
P
L A
N
A
O
F I L
E
S H
E E
DC413
D
A
S H
L O
C K
M
L O
R E
N Z
S T
O A
Z I D
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
6" RIGID
CORRUGATED
HDPE PIPE
CROSS DRAIN @
100' O.C. ±
(TYPICAL)
30" HDPE DISCHARGE PIPE
SEE PROCESS DRAWING
DD100 DETAIL 03 FOR
TRANSITION FROM HDPE
TO SUPER DUPLEX
STAINLESS STEEL.
LOW WATER ELEV.
-4.0 FEET MLLW
100 YR. ELEV.
15.45 FEET MLLW
30" HDPE DISCHARGE PIPE
30" SUPER DUPLEX
STAINLESS STEEL
DISCHARGE PIPE
J A
N
M
J L
SEE VOLUME 3 DOWNRIVER
ACCESS ROAD PLANS FOR
ACCESS ROADWAY
CONSTRUCTION LIMITS.
30" HDPE
UNRESTRAINED
DISCHARGE PIPE
-40
-35
-30
-25
-20
-15
-10
-5
-40
-35
-30
-25
-20
-15
-10
-5
0.00%
S T
A
E L
E V
S T
A
E L
E V
S T
A
E L
E V
S T
A
E L
E V
PVI STA. = 1+35.14
PVI EL. = -5.68'
R=225.00
23.08 VC
B V
C S
B V
C E
E V
C S
E V
C E
PVI STA. = 0+87.30
PVI EL. = -0.50'
R=500.00
17.47 VC
B V
C S
B V
C E
E V
C S
E V
C E
PVI STA. = 1+99.46
PVI EL. = -19.51'
R=1000.00
21.85 VC
B V
C S
B V
C E
E V
C S
E V
C E
-0+25 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00
B-7
B-3
B-6
B-2
B-4
B-1
B-6
S
O
I
L
R
E
S
I
S
T
I
V
I
T
Y
T
E
S
T
R
O
P O
S E
D
T
O
E
O
F
S
H I P
P I
A
N N
E L
E X
I S
T I
E
O
F
S
H I P
P I
A
N N
E L
X
X
X
X
X
X
X
X
X X
X X
X
X
X
X
X
E
U
B
P
N
E
P
C
N
E
P T
N
E
E P
N
E
S
'1 W
S °2 '3 "W
.7
P.I. STA: 0+48.62
P.I. N=771173.1656
P.I. E=978382.0831
=013°22'17.57"
R=150.00'
T=17.58'
L=35.01'
D
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R I P
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SAVANNAH
S Y
M B
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B Y
PLATE
REFERENCE
NUMBER
SHEET
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T R
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N N
S
T R
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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
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P L
A
L E
S
I Z
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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
D O
V
E R
F R
O N
T
R
I V
E R
D I S
C H
A R
A
N
A
N D
P R
O F
I L
E
DC414
D
A
S H
L O
C K
M
L O
R E
N Z
S T
O A
Z I D
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
P
P
L
E
X
S
T
A
I
N
L
E
E
E
L
D
I
S
C
H
A
R
P
E
A1 & A2
DS530
PIPE SUPPORTS
FROM SHORE TO
DIFFUSERS
(10' O.C. TYP.)
100'0 50'
SCALE:1"=50'
100'0 50'
SCALE:1"=50' (HORIZ)
SCALE: 1"=10' (VERT)
10'0 5'
C4
DD502
DIFFUSER
36" SUPER DUPLEX
STAINLESS STEEL
DISCHARGE PIPE
J A
N
M
PREPARED SUBGRADE
12'-0" ACCESS ROAD
(5'-6" AIR RELIEF ACCESS ROAD)
12'-0" ACCESS ROAD
(5'-6" AIR RELIEF ACCESS ROAD
9"
GROUND
STABILIZATION
GEOTEXTILE
PROPOSED PERMANENT MAIN
ACCESS ROAD
AGGREGATE SURFACING
PREPARED SUBGRADE
AGGREGATE SURFACINGGROUND
STABILIZATION
GEOTEXTILE
9"
D
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SAVANNAH
S Y
M B
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PLATE
REFERENCE
NUMBER
SHEET
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F
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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
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P L
A
L E
S
I Z
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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
D O
V
E R
C I V
T
A I L
S
S H
E E
DC501
S
A
G U
D E
L O
C
B
U D
S O
C K
S T
O A
Z I D
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"
C4
SCALE: 3/8" = 1'-0"
PARKING AREA
D4
SCALE: 3/8" = 1'-0"
ACCESS ROAD
8" THICK
CONCRETE
6" GRADED
AGGREGATE BASE
12" COMPACTED
SUBGRADE
#4 BARS @ 12" O.C.
E.W. EPOXY COATED
3" CLR.
1/8" MIN. WIDTH, 2" DEEP
CONTRACTION JOINT CUT 12'
O.C. E.W. WITHIN 12 HOURS
OF CONCRETE PLACEMENT
CONCRETE PROPERTIES:
COMPRESSIVE STRENGTH - 4000 PSI.
W/C RATIO - 0.49 MAXIMUM
SLUMP - 4.0 INCHES MAX.
AGGREGATE BASE SHALL BE GADOT TYPE 1, 815.2.01A.5
B5
SCALE: N.T.S.
CONCRETE SLAB
6"
4"
5-1/8"
A5
SCALE: N.T.S.
MOUNTABLE CURB
** AT CONTRACTOR'S OPTION THE GUTTER THICKNESS MAY BE INCREASED AT EDGE
OF PAVEMENT TO MAKE BOTTOM OF GUTTER PARALLEL WITH PAVING OF BASE
COURSE, BUT THE GUTTER THICKNESS MUST NOT BE LESS THAT THE SPECIFIED 6"
OR 8" AT ANY POINT.
TYPE 7
1'-5"
6"
1-7/8"
5"
7"
1-7/8" 5-1/8"
1"
5"
NOTE: ALL REBAR SHALL BE EPOXY COATED.
J A
N
M
J L
NOTE: DETAIL PERTAINS ONLY TO SMALL CONCRETE SLABS AT THE ELECTRICAL
CONTROL BUILDING, SPECIFICALLY THE CONDENSING UNIT SLAB, THE SLAB AT
OVERHEAD DOOR, AND THE DOOR STOOP. NO CONSTRUCTION JOINTS NEEDED.
AVERAGE WIDTH 3'-0"
2'-0"
2'-0"
6"
D
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T I O
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SAVANNAH
S Y
M B
O L
B Y
PLATE
REFERENCE
NUMBER
SHEET
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V A
N N
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T R
I C
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F I L
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N
A M
E
S U
B M
I T
T E
D
B
Y
D W
N
B
Y
C K
D
B
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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
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T
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P L
A
L E
S
I Z
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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
D O
V
E R
C I V
T
A I L
S
S H
E E
DC502
S
A
G U
D E
L O
C
B
U D
S O
C K
S T
O A
Z I D
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
C2
SCALE: 3/8"=1'-0"
ENHANCED SWALE #1
C3
SCALE: 3/8"=1'-0"
ENHANCED SWALE #2
GRAVEL BASE, 12" MINIMUM
THICKNESS
7" STEEL PIPE CASING
FINISH GRADE
60"
36"
24"
1"
6" STEEL BOLLARD
1"Ø LIFTING HOLE
EACH SIDE
12"
YELLOW HDPE
BOLLARD COVER
LABELED "REMOVABLE"
12" Ø MIN.
3'-0"
24"
12"
6" Ø STEEL PIPE
FILLED WITH
CONCRETE
B4
SCALE: N.T.S.
PIPE BOLLARD
YELLOW HDPE
BOLLARD COVER
B2
SCALE: N.T.S.
REMOVABLE PIPE BOLLARD
STEEL PIPE SPECIFICATIONS
ASTM A-53 STEEL, SCHEDULE 80, BLACK, HOT DIPPED, ZINC-COATED, WELDED, SEAMLESS
6-INCH STEEL PIPE O.D. = 6.625" I.D. = 5.671 THICKNESS = 0.432
ASTM A-53 STEEL, STANDARD, BLACK, HOT DIPPED, ZINC-COATED, WELDED, SEAMLESS
7-INCH STEEL PIPE O.D. = 7.625" I.D. = 7.023" THICKNESS = 0.301"
STEEL PIPE SPECIFICATIONS
ASTM A-53 STEEL, SCHEDULE 80, BLACK, HOT DIPPED, ZINC-COATED, WELDED, SEAMLESS
6-INCH STEEL PIPE O.D. = 6.625" I.D. = 5.671 THICKNESS = 0.432
14" Ø MIN.
M I N
P
I
P
E D
I
A
6" COMPACTED
BEDDING
MATERIAL
FINAL BACKFILL
COMPACTED INITIAL
BACKFILL IN HAUNCH
ZONE TO PIPE
SPRINGLINE
(CENTERLINE)
FINISH GRADE
D5
SCALE: N.T.S.
TRENCH DETAIL FOR
HDPE PIPE
NOTE: BEDDING AND INITIAL BACKFILL SHALL
CONSIST OF FINE GRANULAR SOIL AS
SPECIFIED IN SECTION 31 00 00.
6" MIN.
SLEEVES TO RECEIVE 1-1/2" O.D.
RAILING POSTS - SEE B1/DS512
FOR RAILING DETAILS. SLEEVE
DESIGN TO BE DETERMINED BY
PRECAST MANUFACTURER.
10'-0"
10'-0" 8"
PIPE OPENING
BOTH SIDES FOR
30" PIPE - PROVIDE
ADEQUATE
CLEARANCE ON
ALL SIDES.
OPEN BOTTOM
6'-0"
A4
SCALE: N.T.S.
PRECAST OPEN BOTTOM PINCH VALVE VAULT
12'-4"x12'-4"x9" THICK
4000 PSI CONCRETE
CAST-IN-PLACE SLAB
REINFORCED WITH #4
BARS, 12" O.C. EACH
WAY
PRECAST 5000 PSI CONCRETE
VAULT, MINIMUM STRENGTH, 28
DAYS. REINFORCING STEEL: ASTM
A-615, GRADE 60. BAR SIZE,
SPACING, ORIENTATION TO BE
DETERMINED BY PRECAST
MANUFACTURER
9" THICK CAST-IN-PLACE
CONCRETE SLAB
12'-4"
12'-4"
8"
J A
N
M
J L
6" WIDE x 6" HIGH 4000 PSI
RETAINING CURB TO BE CAST
IN PLACE AFTER PLACEMENT
OF PRECAST VALVE VAULT.
9" THICK CAST-IN-PLACE
CONCRETE SLAB
6" WIDE x 6" HIGH 4000 PSI
CONCRETE RETAINING CURB TO BE
CAST IN PLACE AFTER PLACEMENT
OF PRECAST VALVE VAULT.
7"x7" #3 REBAR HOOKS, 18" O.C.
CAST IN BOTTOM SLAB, EXTEND TO
3" ABOVE BOTTOM SLAB.
7"x7" #3 REBAR ANCHORS, 18" O.C.
CAST IN BOTTOM SLAB, EXTEND TO
3" ABOVE BOTTOM SLAB.
C
A
B
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R I P
T I O
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A
SAVANNAH
S Y
M B
O L
B Y
PLATE
REFERENCE
NUMBER
SHEET
U
S
A
R M
Y
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N G
I N
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R
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I S
T R
I C
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R P
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F
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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
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P L
A
L E
S
I Z
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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
D O
V
E R
C I V
N
D
G A
T
A I L
S
DC503
034A
S
A
G U
D E
L O
M
L O
R E
N Z
S T
O A
Z I D
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
B3
SCALE: N.T.S.
CENTER GATE STOP
C2
SCALE: N.T.S.
FENCING W/ BARBED WIRE
C4
SCALE: N.T.S.
DOUBLE GATE W/ BARBED WIRE
A4
SCALE: N.T.S.
LANE RAIL CLAMP
B4
SCALE: N.T.S.
BRACE RAIL & END RAIL
J A
N
M
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
D O
V
E R
G E
N E
R A
L
S T
R U
C T
U R
T
E S
DS001
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
D 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
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:
10.DESIGN CODE:
THIRTEENTH EDITION AMERICAN INSTITUTE OF STEEL CONSTRUCTION "SPECIFICATION FOR
STRUCTURAL STEEL BUILDINGS, AISC 360-10.
11.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.
12.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
4. 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.
5. DO NOT USE GAS CUTTING TORCHES FOR CORRECTING FABRICATION ERRORS IN THE
STRUCTURAL FRAMING.
6. BOLTED CONNECTIONS SHALL BE ASSEMBLED AND INSPECTED ACCORDING TO
"SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR ASTM A490 BOLTS".
7. PROVIDE TEMPORARY BRACING OF STRUCTURAL FRAMING UNTIL ALL PERMANENT BRACING,
ROOF DECKS (DIAPHRAGMS) ARE COMPLETELY INSTALLED.
8. 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.
9. THE FABRICATOR IS RESPONSIBLE FOR THE DESIGN OF ALL CONNECTIONS SHOWN ON THE
STRUCTURAL DRAWINGS. CONNECTIONS SHOWN ARE SCHEMATIC AND ARE ONLY…
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