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ID
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.d g n
®of Engineers
US Army Corps of Engineers
US Army Corps
Contract: W912EE-XX-X-XXXX
C h ie f, D e s ig n B ra n c h
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Vicksburg District
C h ie f, E n g in e e ri n g C o n s tr u c ti o n D iv is io n
Work Authorization (Ex.: FCMR&T)
CALDWELL PARISH, LOUISIANA
COLUMBIA LOCK AND DAM
REMOTE OPERATIONS BUILDING
OUACHITA AND BLACK RIVERS
ARKANSAS AND LOUISIANA, OUACHITA RIVER
C O
V E
R S
H E
E T
JULY 2016
Solicitation: W912EE-16-B-0011
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N
225'-0"
AZ. 4.48°
'-0
A Z . 2
.4
225'-0"
AZ. 184.48°
'-0
A Z . 9
.4
0 30' 60'
LOT
PAVEMENT PARKING
EXIST. CONC.
CONC. DRIVEWAY
A S S
H O
W N
A N
S
L
G-002
.d
IN
E X T
O D
R A
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IN
G S S
IT
E V
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IN
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Y
M A
P S
A N
D C
P T D
A T
A
R.O.W. LIMITS
R.O.W. LIMITS
R.O.W. LIMITS
R.O.W. LIMITS
CLD-1.15C
CLD-2.15C
CLD-3.15C
CLD-4.15C
EXIST. BLDG. NOT INCLUDED IN CONTRACTOR'S R.O.W. LIMITS
CONTRACTOR'S R.O.W. LIMITS
EXIST. BLDG. NOT INCLUDED IN
CONTRACTOR'S R.O.W. LIMITS
EXIST. BLDG. NOT INCLUDED IN
SEE NOTE 2, SHEET G-003)
(CONTRACTOR TO VERIFY LOCATION,
PROPOSED BUILDING LOCATION
L O
C K O
F F
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D ./P
A R
IS
H R
O A
D
T O U
S H
W Y
NOTE: MAXIMUM SOIL BEARING CAPACITY FOR THE SITE IS 1028 PSF.
N
SCALE: N.T.S.
SCALE: 1" = 30'
VINCINITY MAP
SITE MAP
CPT DATA
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FOR MISCELLANEOUS ANGLES, DETAILS, ETC. SEE ARCHITECTURAL.10.
SPLCIES AND INTERSECTIONS.
LAP ALL BARS IN ACCORDANCE WITH ACI 318-14 AT CORNERS, 9.
HORZONTAL BARS AT ALL CORNERS.
PROVIDE CORNER BARS OF THE SAME SIZE AND NUMBERS AS 8.
DETAILED IN ACCORDANCE WITH ACI STANDARD 318.
WHERE NOT SPECIFICALLY COVERED, REINFORCING SHALL BE7.
HOLD BARS IN PROPER POSITION.
PROVIDE ALL NECESSARY REINFORCING STEEL ACCESSORIES TO6.
GRADE 60.
REINFORCING SHALL CONFORM TO ASTM A-615, AND SHALL BE5.
4,000 PSI IN 28 DAYS.
CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 4.
MAXIMUM SOIL BEARING COMPACITY FOR THE SITE IS 1028 PSF.
CAPACITY AND APPROVED BY THE CONTRACTING OFFICER. THE
REQUIRED TO RESIST LOADING AND BE AN INCREASE IN DESIGN
STRINGENT THAN THESE. ALTERATIONS SHALL BE MADE AS
THE CONTRACTOR PROVIDE ANY DESIGN THAT IS LESS
STAMPED BY A REGISTERED ENGINEER, BUT IN NO CASE SHALL
.DWG FORMAT AND THE DRAWINGS SHALL BE SIGNED AND
PROVIDE THE CORPS THIS IN MICROSTATION .DGN OR AUTOCAD
ONE OTHER THAN THESE, THE CONTRACTOR IS REQUIRED TO
USACE REQUIREMENTS. IF THE CONTRACTOR DESIGNS
FOUNDATION DESIGN OR TO USE A DESIGN THAT MEETS
THE CONTRACTOR HAS THE OPTION OF USING THIS 3.
ALTERATIONS TO RESIST DETERMINED LOADS.
REINFORCEMENT, SPECIAL CONNECTIONS, AND/OR DESIGN
THE SLAB AND IS RESPONSIBLE FOR PROVIDING ADDITIONAL
CONTRACTOR SHALL DETERMINE ALL LOADS TRANSFERRED TO
STRUCTURAL FOUNDATION PLAN AND DETAILS ARE GENERAL.2.
FOR GENERAL STRUCTURAL SLAB DESIGN, SEE SHEET S-101.1.
A S S
H O
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G-003
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PROJECT GENERAL NOTES:
STRUCTURAL GENERAL NOTES:
ARCHITECTURAL GENERAL NOTES:
ABBREVIATIONS:STRUCTURAL GENERAL NOTES (CONT.):
FINISHED BUILDING SLAB AND COVERED CONCRETE SLAB.
EACH DOOR OPENINGS. PROVIDE SMOOTH TRANSITION BETWEEN
6" x 1-1/2" BRICK LEDGE AROUND BUILDING SLAB SHALL TERMINATE AT 4.
BE DONE BY THE CONTRACTOR.
AND INFORMATION ONLY, AND NOT INCLUDED IN THE WORK TO
INTERIOR INFORMATION SHOWN IS FOR GENERAL REFERENCE3.
FOR LOCATION.
ABOVE EXISTING CONCRETE PARKING LOT. SEE SHEET G-002
FINISHED FLOOR ELEVATION FOR BUILDING SLAB IS TO BE 8" 2.
DOORS AND WINDOWS, SEE SHEET A-101.
FOR GENERAL ARCHITECTURAL PLAN AND LOCATIONS OF 1.
FINISHED BUILDING SLAB AND COVERED CONCRETE SLAB.
DOOR OPENINGS. PROVIDE SMOOTH TRANSITION BETWEEN EACH
6" x 1-1/2" BRICK LEDGE AROUND BUILDING SLAB SHALL TERMINATE AT 16.
FOR UTILITY STUB-OUT LOCATIONS SEE SHEET A-101.15.
EXISTING CONCRETE PARKING LOT. SEE SHEET G-002 FOR LOCATION.
FINISHED FLOOR ELEVATION OF BUILDING SLAB IS TO BE 8" ABOVE14.
3/8" EXPANSION JOINT BETWEEN SLAB AND COLUMNS.13.
PRIOR TO CONCRETE PLACEMENT.
ALL CONTRACTION JOINTS SHALL BE LAID OUT AND APPROVED BY C.O.R.12.
STRUCTURAL STEEL SHALL CONFORM TO ASTM A36.11.
DESIGNED, SELECTED, AND CONSTRUCTED BY OTHERS.
ALL INTERIOR WORK, MATERIALS, AND FEATURES ARE TO BE 5.
FOR BETTER PLACEMENT OR EASE OF CONSTRUCTION.
REVISED AS REQUIRED BY METAL BUILDING MANUFACTURER
ALL DIMENSIONS SHOWN ARE APPROXIMATIONS, AND MAY BE4.
OPERATIONS, METHODS, AND CURRENT SITE CONDITIONS.
PROVIDED (SEE SHEET G-002), BASED ON HIS WORK
PLACEMENT OF SILT FENCING WITHIN THE R.O.W. LIMITS
THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND 3.
SUCH.
EXTERIOR FINISHES AND INCIDENTAL WORK ASSOCIATED WITH
REQUIREMENTS (WHICHEVER IS MOST STRIGENT), AND ALL
LOCAL, AND STANDARD CONSTRUCTION ENERGY AND VENTILATION
APPROPRIATE FOR THE REGION'S CLIMATE AND TO MEET USACE,
INSULATION, VAPOR BARRIERS, AND VENTILATION REQUIRED AS
FULLY ENCLOSED METAL BUILDING, INSTALLATION OF
TO STUB OUT LOCATIONS, SELECTION AND CONSTRUCTION OF A
FOUNDATION, ALL UTILITIES STUB OUTS, ROUTING OF UTILITIES
LOCATION IN THE FIELD, THE CONSTRUCTION OF THE CONCRETE
THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING BUILDING 2.
GUIDELINES.
CONSTRUCTION TECHNIQUES, STANDARDS, AND USACE
A COMPLETED METAL BUILDING DESIGN USING STANDARD
DESIGN. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING
ARE GENERAL AND ARE NOT MEANT TO BE EXHAUSTIVE IN
PLANS, SECTIONS, ELEVATIONS, AND DETAILS PROVIDED1.
WITHw/
WIDTHW
TYPICALTYP.
THICKTHK
SQUARESQ.
SPECIFICATIONSSPEC.
SHEETSHT.
RIGHT OF WAYR.O.W.
REQUIREDREQ'D.
ROADRD.
POUNDS PER SQUARE FOOTPSF
ON CENTERO.C.
NOT TO SCALENTS
MINIMUMMIN.
MAXIMUMMAX.
MATERIALMAT'L
LAMINATEDLAM
HEATING, VENTILATING, AND AIR CONDITIONINGHVAC
HORIZONTALHORIZ.
HOLLOW METALHM
HEIGHTHGT.
HEIGHTH
FOOT OR FEETFT
FINISH FLOOR ELEVATIONF.F.E.
FLOOR DRAINF.D.
EXPANSIONEXP.
EXISTINGEXIST.
EACH WAYE.W.
EQUALEQ.
ELECTRICALELEC.
DETAIL(S)DTL.
CONE PENTRATION TESTCPT
CONTINUECONT.
CONCRETECONC.
CONCRETE MASONRY UNITCMU
CONTROL JOINTC.J.
BUILDINGBLDG.
AZIMUTHAZ.
APPROIXMATELYAPPROX.
ALUMINUMALUM
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N
81'-0"
9'-9"22'-6"16'-6"22'-6"9'-9"
5'-0"
17'-5""4 321'-6"4
321'-617'-5"
20'-6"40'-0"20'-6"
4 0 4 8
"=1'-0"3/16SCALE:
TYPE, SEE SHEET A-101.
FOR CLARITY. FOR UTILITY STUB-OUT LOCATIONS AND
UTILITY STUB-OUT LOCATIONS AND TYPES NOT SHOWN 1.
GENERAL NOTE:
A S S
H O
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C.J.C.J.
C .J w/ #4 @16" O.C. E.W.
8" CONCRETE SLAB
w/ #4 @16" O.C. E.W.
8" CONCRETE SLAB
C .J
C .J
C .J
C .J
C .J
C.J. C.J.
S-501
S-501
S-501
S-501
S-501
S-501
S-501
S-501
S-501
S-501
S-501
S-501
S-501
S-501
S-501
S-501
S-501
S-501
S-501
(GRAVEL DONE BY OTHERS)
COVERED GRAVEL AREA
(SEE SHEET G-002).
PAVEMENT PARKING LOT
SLAB TO MATCH EXIST. CONC.
ELEVATION OF NEW. CONC.
C.J.
S-501
S-501
F.D.
STUB-OUT (TYP.)
SEE DTL. 12/S-501
SEE DTL. 11/S-501
SEE DTL. 11/S-501
SEE DTL. 12/S-501
(S E
E S
H E
E T G -0
(F .F .E
A B
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C O
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A R
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IN
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METAL BUILDING FOUNDATION PLAN
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VAPOR BARRIER TYP.
2 #7 CONT.
#4 @16" O.C.
3 #3 @10"
VAPOR BARRIER TYP.
2 #7 CONT.
#4 @16" O.C.
VAPOR BARRIER TYP.
2 #7 CONT.
#4 @16" O.C.
3 #3 @10"
REQ'D 6" x 1-1/2" BRICK LEDGE
2 #7 CONT.
3 #3 @10"
3 #3 @10"
BRICK LEDGE
REQ'D 6" x 1-1/2"
2 #7 CONT.
2 #7 CONT.
3 #3 @10"
BRICK LEDGE
REQ'D 6" x 1-1/2"
#4 REBAR @ 16" O.C. E.W.
#4 REBAR @ 16" O.C. E.W.
#4 REBAR @ 16" O.C. E.W. #4 REBAR @ 16" O.C. E.W.
4 #6 BENT BARS 4 #6 BENT BARS 4 #6 BENT BARS 4 #6 BENT BARS
4 #6 BENT BARS
IN ALL FOOTINGS AND SLABS.
ALL REBAR TO BE PLACED 3" FROM THE EDGE OF CONCRETE1.
GENERAL NOTE:
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H O
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S-501
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P
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A L F
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36"
FIN. FLOOR
T H
IC
K N
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S
36"
24"
24"
SQ.
SCALE: NTS
SCALE: NTS
SCALE: NTS
SCALE: NTS SCALE: NTS
SLAB CONTRACTION JOINT
SCALE: NTS
24"
36"
SCALE: NTS
FIN. FLOOR
SQ.
SCALE: NTS
FIN. FLOOR
SQ.
SCALE: NTS
FIN. FLOOR
SQ.
SCALE: NTS
VERTICAL PENETRATION THRU INTERIOR GRADE BEAM
2 4 5
7 8 9
FIN. FLOOR
SQ.
SCALE: NTS
#4 18"@16" O.C.
2 #6 CONT.
#4 @16" O.C.
2 #6 CONT.
3 #6 EACH WAY
SAW-CUT
#4 18"@16" O.C. #4 @16" O.C.
2 #6 CONT.
#4 @16" O.C.
2 #6 CONT.
ALTERNATE HORIZ. LEG
#4 18"@16" O.C.
ALTERNATE HORIZ. LEG
#4 18"@16" O.C.
PIPE
DO NOT CUT BARS
TO PIPE PENETRATION
WIDEN GRADE BEAM EQ.
BOLTS TO BE DONE BY OTHERS
INTERIOR STUD WALL AND ANCHOR
#4 18"@16" O.C.
3 #6 EACH WAY
PIPE DO NOT CUT BARS
TO PIPE PENETRATION
WIDEN GRADE BEAM EQ.
3 #6 EACH WAY
3 #6 EACH WAY
(TYP.)
VAPOR BARRIER
ALTERNATE HORIZ. LEG
#4 18"@16" O.C.
3 #6 EACH WAY
VAPOR BARRIER (TYP.)
GRAVEL (4" MIN.)
2 #7 CONT.
GRAVEL (4" MIN.)
GRAVEL (4" MIN.)
ACCORDANCE WITH METAL BLDG. SPEC.
ANCHOR BOLTS FOR EXTERIOR STUD WALLS IN
CONTRACTOR SHALL PROVIDE SPACING FOR
GRAVEL (4" MIN.)
2 #7 CONT.
2 #7 CONT.
2 #6 CONT.
2 #6 CONT.
.2 T
/2
C L E
A R
(T
1'-2"
2'-10"
1'-10"
1'-2"
1'-2"
1'-2"
1'-10"
2'-10"
2'-10"
1'-10"1'-10"
2'-10"
1'-10"
2'-10"
1'-2"
1'-2"
LEGEND:
BEAM/COLUMN STIRRUP
BENT REBAR
REMOVED AT ALL DOORS; SEE SHEET G-003)
REQ'D. BRICK LEDGE (BRICK LEDGE TO BE
OF PLACE CONCRETE.
SAW JOINTS SHALL BE COMPLETE WITHIN 4 HOURS
CONTROL JOINT MAY BE JOINT SHOWN ABOVE
ALLOWABLE CONTROL JOINT (C.J.)
16" O.C. E.W.
#4 REBAR @
2% SLOPE
VERTICAL PENETRATION THRU PERIMETER GRADE BEAM
GRAVEL (4" MIN.)
SQ. SQ. SQ. SQ.
SQ.
3/4" EXP. JOINT
3/8" EXP. JOINT
3/8" EXP. JOINT3/8" EXP. JOINT 3/8" EXP. JOINT
S-101
S-101 S-101 S-101 S-101
S-101
S-101 S-101 S-101
S-101
L
IC
IT
A T
IO
N N
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F
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®of Engineers
US Army Corps of Engineers
US Army Corps
A R
M Y C
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P S O
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A S A
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-B -0
UE
12 2
A
A A
A
A
N
WATER
DOOR & WINDOW OPENING SCHEDULE
DOOR
NOMINAL SIZE
H THK
MAT'L
7'-0" 1-3/4" HM
HM- - -12'-0"
TYPE MAT'L
FRAME
REMARKS
FRAME
MAT'LTYPE
NOMINAL SIZE
4'-0" - - -
WINDOW
H THK
ALUM
COILING
HM
HM
CASEMENT
REMARKS
LAM
MAT'L
GLAZING
w/ ELECTRIC OPERATOR
INSULATED OVERHEAD COILING DOOR
CASEMENT WINDOW
INSULATED LAMINATED GLASS
MARK
W
3'-0"1
2 10'-0"
3'-0"
W
A
MARK
4 0 4 8
"=1'-0"3/16SCALE:
INSULATED HOLLOW METAL ENTRY DOOR
S
L O
P E
S
L O
P E
A S S
H O
W N
A N
S
L
A-101
-1
.d
T A
L B
U
IL
D
IN
G F
L O
O R P
L A
N
D
A
B
A-301
A-301
C
LEGEND:
INTERIOR WALLS (BY OTHERS)
PLUMBING STUB OUT (BY CONTRACTOR)
ELECTRICAL STUB OUT - 2" CONDUIT (BY CONTRACTOR)
ELECTRICAL STUB OUT - 3" CONDUIT (BY CONTRACTOR)
EXIT SIGN (BY OTHERS)
CLEANOUT (BY CONTRACTOR)
GATE VALVE (BY CONTRACTOR)
SPLIT-FACE CMU WAINSCOT
SEE SHEET G-002 FOR PROJECT AND ARCHITECTURAL NOTES.1.
GENERAL NOTES:
A-201
A-201
A-201
A-201
CO
COVERED CONCRETE AREA
METAL SIDING
METAL SIDING
(SEE SHT. A-301)
6" BRICK LEDGE
1 11
1 1 1
SEWER
80'-0"
81'-0"
6" 6"
17'-5""4 321'-6"4
321'-617'-5"
40'-0"40'-0"
4'-0"11'-3"4'-8"3'-4"2'-4"11'-3"10'-0"3'-0"7'-6"3'-4"8'-0"3'-0"8'-3"
"4'-0"11'-3"4'-8"3'-4"39'-9"3'-4"2'-8"3'-0"8'-0"
39'-5"39'-5"
CO
(GRAVEL DONE BY OTHERS)
COVERED GRAVEL AREA
(SEE SHT. A-201)
LIMIT SPLIT-FACE CMU
(SEE SHT. A-201)
LIMIT OF SPLIT-FACE CMU
PARKING LOT (SEE SHEET G-002).
TO MATCH EXIST. CONC. PAVEMENT
ELEVATION OF NEW. CONC. SLAB
ELECTRICAL
GROUND
UNDER-
STORAGE
REST ROOM
MECHANIC OFFICE
LOCKMATE
KITCHEN ELEC./HVAC
REST ROOM
OPERATION
REMOTE LOCK
OFFICE
RANGER
SHOP
-1 /2
/2
METAL BUILDING FLOOR PLAN
DONE BY OTHERS
FEATURES TO BE
INTERIOR WALL AND
8'-0" 12'-6"
1'-6"
31'-6"20'-0"7'-6"
L
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US Army Corps of Engineers
US Army Corps
A R
M Y C
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P S O
F E
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A A
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A -1
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C A
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(2 M
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(2 M
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S L
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O D
R A
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(2 M
IN
S L
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O D
R A
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S P
L
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-F
A C
E C
M U V
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R W
A
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S C
P
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-F
A C
E C
M U V
E N
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R W
A
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S C
O T
S P
L
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-F
A C
E C
M U V
E N
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R W
A
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S C
O T
M E
T A
L S
O F F
IT
w S
O F F
IT
V
E N
T S
M E
T A
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O F F
IT
w S
O F F
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V
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T S
M E
T A
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w S
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V
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M E
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A -2
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12'-8"
12'-8"12'-8"
12'-8"
A -1
A E
L E
V A
T
IO
N
A -1
B E
L E
V A
T
IO
N
A -1
C E
L E
V A
T
IO
N
A -1
D E
L E
V A
T
IO
N
4'-6"
4'-6"
4'-6"
2'-10"
2'-10"
L
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®of Engineers
US Army Corps of Engineers
US Army Corps
A R
M Y C
O R
P S O
F E
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A S A
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A S S
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A-301
A -3
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A L M
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N D W
A L L
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SCALE: 1/8" = 1'-0"
SCALE: N.T.S. SCALE: N.T.S.
METAL WALL PANEL
TYP. WALL SECTION
CMU WAINSCOT w/ METAL WALL PANEL
TYP. WALL SECTION
A-101
1TYPICAL BUILDING SECTION
SCALE: 1/8" = 1'-0" A-101
2TYPICAL BUILDING SECTION
COVERED AREACOVERED AREA
CONT. RIDGE VENT
1:12 METAL ROOF
METAL COLUMN
TO BE DONE BY OTHERS
INTERIOR AND CEILING
EXTERIOR CLADDING
CONT. RIDGE VENT
METAL COLUMN
BASE ANGLE AS REQ'D
(FLUSH GIRT SYSTEM SHOWN)
MANUFACTURER
AS RECOMMENDED BY
METAL BUILDING SYSTEM
METAL WALL PANEL
6" x 1-1/2" BRICK LEDGE AS REQ'D
BUILDING MANUFACTURER
ANCHORING AS REQ'D BY METAL
METAL GIRT (SPACED AS REQ'D)
R-30 INSULATION AS REQ'D
R-19 MIN. INSULATION AS REQ'D
CONC. PAVEMENT
FIN. FLOOR 6" ABOVE. EXIST.
80'-0"
40'-0"40'-0"
81'-0"
40'-6"40'-6"
E A
V E H
G T
E A
V E H
G T
DONE BY OTHERS
INTERIOR AND CEILING
6"
E A
V E H
E
IG
H T
A P
P R
O X
A P
P R
O X
A P
P R
O X
E A
V E H
E
IG
H T
6"
1:12 METAL ROOF
METAL GUTTER, DOWNSPOUT AND COLUMN
METAL SOFFIT PANEL
(FLUSH GIRT SYSTEM SHOWN)
MANUFACTURER
AS RECOMMENDED BY
METAL BUILDING SYSTEM
R-30 INSULATION AS REQ'D
WALL SHEATHING AS REQ'D
MASONRY TIES AS REQ'D
FLASHING AS REQ'D
6" x 1-1/2" BRICK LEDGE AS REQ'D
BUILDING MANUFACTURER
ANCHORING AS REQ'D BY METAL
DONE BY OTHERS)
CEILING (TO BE
R-19 MIN. INSULATION AS REQ'D
CONC. PAVEMENT
FIN. FLOOR 6" ABOVE. EXIST.
WAINSCOT w/ PRECAST CONC. SILL
REINFORCED 4" SPLIT-FACE CMU
FLASHING AS REQ'D
METAL STUDS AS REQ'D
CEILING (TO BE DONE BY OTHERS)
METAL SOFFIT PANEL
1:12 METAL ROOF
METAL GUTTER, DOWNSPOUT AND COLUMN
ATTICATTIC
2% SLOPE
2% SLOPE
OFFICE AREA
OFFICE AREA
SHOP
2% SLOPE2% SLOPE
EXTERIOR CLADDING
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
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D B
Y
D E
S C
R
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2 3
C
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A
B
M A
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A P
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®of Engineers
US Army Corps of Engineers
US Army Corps
A R
M Y C
O R
P S O
F E
N G
IN
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C A
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W E
L L P
A R
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A C
H
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A A
N D B
L A
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IV
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A R
K A
N S
A S A
N D L
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L M J R
L M J R
D A
V
ID
L
W A
L L
A C
E P .E
J U
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W E
E -1
-B -0
POINTS A SHOULD BE HIGHER THAN POINT B
F L
O W
A A
ELEVATION
SILT SCREEN FENCE IN DRAINAGE
B
SCALE: NONE
PLAN
SCALE: NONE
CONSTRUCTION ENTRANCE & EXIT DETAILS
POLLUTION PREVENTION PLAN FOR ADDITIONAL REQUIREMENTS.
PROTECTION AND SECTION 01 57 23.00 09 STORM WATER
REFERENCE SECTION 01 57 20.00 09 ENVIRONMENTAL
CONTRACT DOCUMENTS, REGULATIONS, AND PERMITS.
ADEQUATE PERFORMANCE AND COMPLIANCE WITH ALL
PROTECTION MEASURES AS REQUIRED, TO ASSURE
DEVELOP A COMPLETE PLAN, INCLUDING ADDITIONAL
OPERATIONS, METHODS, AND CURRENT SITE CONDITIONS TO
AT ALL TIMES. THE CONTRACTOR SHALL CONSIDER HIS WORK
TO ESTABLISH A MINIMUM LEVEL OF PROTECTION REQUIRED
CONCERNS AND PERMIT REQUIREMENTS, BUT ARE PROVIDED
CONTRACT DRAWINGS MAY NOT FULLY ADDRESS ALL
THE ENVIRONMENTAL PROTECTION CONTROLS SHOWN IN THE
CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
SILT SCREEN FENCE SHALL BE PLACED ALONG SLOPE
OFF-SITE AND CAN BE PERMENANTLY STABILIZED.
AREA THAT WILL NOT CONTRIBUTE SEDIMENT
REMOVED SEDIMENT SHALL BE DEPOSITED TO AN
EVENT AND REMOVE SEDIMENT WHEN NECESSARY.
INSPECT AND REPAIR FENCE AFTER EACH STORM
4.
3.
2.
1.
NOTES:
6'-0" MAXIMUM SPACING WITHOUT WIRE SUPPORT FENCE.
10'-0" MAXIMUM SPACING WITH WOVEN WIRE SUPPORT FENCE -
FLOW
FLOW
FLOW
REQUIRED IF WIRE MESH SUPPORT IS NOT USED.
EXTRA STRENGTH SYNTHETIC FILTER FABRIC
STEEL OR WOOD POST
STEEL OR WOOD POST
SIDE OF POST.
ATTACH SECURELY TO UPSTREAM
FILTER FABRIC -
RUNOFF
STORAGE HEIGHT.
9" (MAX. RECOMMENDED)
MATERIAL.
AS SHOWN AND BACKFILL WITH COMPACTED
EXCAVATE, LINE WITH FILTER FABRIC
4" x 4" TRENCH -
(M
IN
(M A
X
SCALE: NONE
SECTION
PLAN
TEMPORARY DIVERSION DIKE DETAIL
SCALE: NONE
6'-0" TYPICAL
(MIN.)
2'-0"
COMPACTED SOIL
(M
IN
FLOW
FLOW
BALE
WIDTH
4"
2. PLACE BALES TIGHTLY TOGETHER AND STAKE.1. EXCAVATE THE TRENCH.
(FILLED BY WEDGING WITH STRAW).
3. GAPS BETWEEN BALES SHALL BE CHINKED 4. BACKFILL AND COMPACT THE EXCAVATED SOIL.
CONSTRUCTION OF A STRAW BALE BARRIER
STRAW BALE DETAILS
SCALE: NONE
SILT SCREEN FENCE DETAILS
COARSE AGGREGATE
50' MIN. LENGTH
AS REQ'D
WIDTH
6" MIN. DEPTH
HARD
SURFACE
PUBLI
C
ROAD
A S S
H O
W N
A N
S
L
A-501
A -5
.d
P
IC
A L S
IL
T S
C R
E E
N F
E N
C E D
E T
A
IL
| G-001COV |
| G-002 |
| G-003 |
| S-101 |
| S-501 |
| A-101 |
| A-201 |
| A-301 |
| A-501 |
File details come from the government source that posted it. Updated .