A02_Drawings.pdf
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- FC/MR&T YAZOO RIVER BASIN, YAZOO RIVER SARDIS LAKE, MISSISSIPPI PARADISE POINT BEACH / PAVILION PARKING
- Solicitation number
- W912EE-16-B-0008
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| File | Type | Posted |
|---|---|---|
| B01_Official_Abstract.pdf | ||
| A22_W912EE-16-B-0008-0002.pdf | ||
| A22_Amendment_0001.pdf | ||
| A22_Solicitation(W912EE-16-B-0008).pdf | ||
| SUMMARY.pdf | ||
| 385-1-1.pdf |
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®of Engineers
US Army Corps of Engineers
US Army Corps
Solicitation: W912EE-16-B-0008
Contract: W912EE-XX-X-XXXX
C h ie f, D e s ig n B ra n c h
C O
L E
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D is tr ic t E n g in e e r
A P
P R
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A L R
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N D
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A P
P R
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E D B
Y
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
Yazoo River Basin, Yazoo River
Sardis Lake, Mississippi
Paradise Point Beach / Pavilion Parking
G-001
A N
S
ID
G -0 c o v .d g n
C O
V E
R S
H E
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FC/MR&T
JUNE 2016
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A rc h it e c tu ra l-
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LOCATION
PROJECT
G-002
A N
D I
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O D
R A
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IN
G S
G -0
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TITLE
G-001 COVER SHEET
G-002
C-101
C-102
C-103
C-104
C-106
C-501
C-502
C-503
C-504
C-506
SHEET NO.
INDEX TO DRAWINGS
C-505
SCALE 1 : 50,000
0 11 MILE 3 MILES2
LEGEND
PROJECT LOCATION MAP
GRADE AND DRAINAGE PLAN
SITE PLAN - GENERAL WORK PLAN
BEACH PARKING AREA - LAYOUT CONTROL PLAN
PAVILION PARKING AREA - LAYOUT CONTROL PLAN
MISCELLANEOUS CONCRETE DETAILS
WOODEN SIDEWALK DETAILS
WOODEN RAMPS & STAIRS DETAILS
MISCELLANEOUS DETAILS
TYPICAL PRECAST CATCH BASIN DETAILS
STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS
G-102 GENERAL NOTES
N
C-105
SITE PLAN - TYPICAL SECTIONS
P R
O J E
C T L
O C
A T
IO
N A
N D V
IC
IN
IT
Y M
A P
S
PROJECT LOCATION AND VICINITY MAPS AND INDEX TO DRAWINGS
SITE PLAN - EXISTING CONDITIONS AND SWPPP
S O
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U .S
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A rc h it e c tu ra l-
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GENERAL NOTES:
UTILITIES POINT OF CONTACT:
L
BM
CB
W
COM
G
S
CI
LEGEND & SYMBOLS
CO
CIVIL ABBREVIATIONS ABBREVIATIONS
ARCHITECTURAL / STRUCTURAL
GENERAL CROSS-REFERENCING SYMBOLS
SECTION/DETAIL)
(CENTERED UNDER
ON SAME DRAWING
SECTION/DETAIL TITLE
SECTION/DETAIL)
(CENTERED UNDER
ON ANOTHER DRAWING
SECTION/DETAIL TITLE
EACH VIEW)
(CENTERED UNDER
VIEW SUBTITLE
SCALE:
A
SCALE:
TOP FRONT SIDE
ELEVATION SECTION
A
SAME DRAWING
VIEW SHOWN ON
SECTION CUT W/
ANOTHER DRAWING
VIEW SHOWN ON
SECTION CUT W/
ANOTHER DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
SAME DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
A
C-102
C-102
C-102
DETAIL/SECTION
DETAIL/SECTION
SUPPLEMENTAL INFORMATION
TRAFFIC SIGN
UNDISTURBED SOIL BORE
SOIL CONE PLOT
WATER METER
TELEPHONE PED
SOLID SOD
SEEDING, FERTILIZING, & MULCHING
SANITARY SEWER LIFT STATION
RIPRAP
POWER POLE
MANHOLE
HORZ. /VERT. CONTROL POINT
GUY WIRE
GAS METER
EXTERIOR LIGHT
CURB INLET
EROSION CHECKS
COMUNICATION PULL BOX
COMMUNICATION MANHOLE
CLEAN OUT
CATCH BASIN
BENCHMARK
FIN. GRADE MNR. CONTOUR
FIN. GRADE MJR. CONTOUR
EX. GRADE MNR. CONTOUR
EX. GRADE MJR. CONTOUR
STORM DRAIN
GRAVITY SEWER MAIN
SANITARY SEWER FORCEMAIN
SECURITY FENCE
UNDERGROUND POWER LINE
OVERHEAD POWER LINE
GAS MAIN
FUEL SUPPLY LINE
FUEL RETURN LINE
WATER MAIN
UNDERGROUND COMMUNICATION LINE
CHANNEL FLOWLINE
CONSTRUCTION LIMITS
EX. WOOD LINE
NEW SLOPE
EXISTING SLOPE
SURFACE FLOW DIRECTION
IR IRON ROD
MI
XXX
RIVER MILE
G-102
G E
N E
R A
L N
O T
E S
G -0
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HAVE UNDERGROUND UTILITY LINES RELOCATED IN ADVANCE OF CONSTRUCTION WHERE NECESSARY.
COMPLETE OR ACCURATE. THE CONTRACTOR MUST COORDINATE DIRECTLY WITH THE INVOLVED UTILITY OWNERS TO
AVAILABLE TO THE ENGINEER. THE ENGINEER CAN NOT AND DOES NOT WARRANT THAT THIS INFORMATION IS
EXISTING UNDERGROUND UTILITY LINES ARE SHOWN ON THE DRAWINGS BASED UPON THE BEST INFORMATION (1)
DAMAGED ITEMS.
DAMAGED DURING THE LIFE OF THE CONTRACT. NO PAYMENT WILL BE MADE FOR REPLACEMENT OR REPAIR OF
SHALL REPLACE OR REPAIR, AS DIRECTED BY THE CONTRACTING OFFICER'S REPRESENTATIVE, ANY STRUCTURES
INLETS, APRONS, BRIDGES, ETC. FROM DAMAGE WHICH MIGHT OCCUR DURING CONSTRUCTION. THE CONTRACTOR
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT EXISTING STRUCTURES SUCH AS PIPES, (2)
WHENEVER POSSIBLE, FOR AESTHETICS.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO RETAIN ALL TREES AND VEGETATION IN THE AREA, (3)
MAY BE ADJUSTED AS NECESSARY TO FIT FIELD CONDITIONS.
THE LOCATION AND SPACING OF SIGNS SHOWN ON THE STRIPING AND SIGNING PLANS ARE APPROXIMATE AND (4)
OF CONSTRUCTION.
CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SITE DRAINAGE THROUGHOUT THE PROJECT FOR THE DURATION (7)
G -0
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WV
VF
V.C.
US
TYP.
T.O.C.
TEMP
SY
STA.
SQ. FT.
R.O.W.
RT
REQ'D
RCAP
RCP
PT
P/S
PRC
PI
PC
MH
O/S
O.C.
NTS
N.I.C.
N
LT
LS
LF
LB
INV.
HYD
GP
FT
F/S
FL
F.E.S.
F.B.
EX.
E.W.
ENT
EMH
ELEV.
EJ
EA
E
DS
DIST.
D.I.P.
DIA.
CY
CP
CONT.
CONC.
CO
CMP
C/L
CL
B/L
AZ
APPROX
AEA
AC
WATER VALVE
VERTICAL FOOT
VERTICAL CURVE
UPSTREAM
TYPICAL
TOP OF CURB
TEMPORARY
SQUARE YARD
STATION
SQUARE FOOT
RIGHT-OF-WAY
RIGHT
REQUIRED
REINFORCED CONCRETE ARCH PIPE
REINFORCED CONCRETE PIPE
POINT OF TANGENCY
PROTECTED SIDE
POINT OF REVERSE CURVATURE
POINT OF INTERSECTION
POINT OF CURVATURE
MANHOLE
OFFSET
ON CENTER
NOT TO SCALE
NOT IN CONTRACT
NORTHING
LEFT
LUMP SUM
LINEAR FEET
POUNDS
INVERT
HYDRANT
GROUP
FEET
FLOOD SIDE
FLOW LINE
FLARED END SECTION
FLAT BOTTOM
EXISTING
EACH WAY
ENTRANCE
EXISTING MANHOLE
ELEVATION
EXPANSION JOINT
EACH
EASTING
DOWNSTREAM
DISTANCE
DUCTILE IRON PIPE
DIAMETER
CUBIC YARDS
CONTROL POINT
CONTINUOUS
CONCRETE
CLEAN OUT
CORRUGATED METAL PIPE
CENTERLINE
CLASS
BASE LINE
AZIMUTH
APPROXIMATE
AVERAGE END AREA
ACRES
VERIFY IN FIELD
WITH
UNLESS NOTED OTHERWISE
TYPICAL
TOP
TREADS
STRUCTURE
STANDARD
SIMILAR
REINFORCEMENT
RADIUS
RISERS
POUNDS PER SQUARE INCH
POUNDS PER SQUARE FOOT
OPTIONAL
OPPOSITE
ON CENTER
MINIMUM
MAXIMUM
JOINT
GYPSUM WALLBOARD
GALVANIZED
GAUGE
FOOTING
FLOOR
FIRE EXSTINGUISHER CABINET
EXPANSION
EXISTING
ELEVATION
EACH
DIAMETER
CARPET
CONSTRUCTION
CONCRETE
COLUMN
CLEAR
CENTERLINE
CONTROL JOINT
BOTTOM
ABOVE FINISHED FLOOR
VIF
W/
UNO
TYP
T/
T
STR
STD
SIM
REINF
RAD
R
PSI
PSF
OPT
OPP
OC
MIN
MAX
JT
GWB
GALV
GA
FTG
FLR
FEC
EXP
EXIST
EL
EA
DIA
CPT
CONST
CONC
COL
CLR
CL
CJ
B/
AFF
(662)-712-1150 EXT. 21150
SARDIS, MS 38666
29049 HIGHWAY 315
U.S. ARMY CORPS OF ENGINEERS
SARDIS LAKE FIELD OFFICE
ALTON W. POLLAN
FLUORESCENT ORANGE SHEETING SHALL BE USED ON ALL CONSTRUCTION AND TRAFFIC CONTROL SIGNS..(6)
TP
CPB
COMPENSATION WILL BE MADE FOR SUCH WORK. (SEE PICTURE BELOW)
SOME TEMPORARY CONSTRUCTION SIGNAGE IS REQUIRED OUTSIDE THE PROJECT LIMITS. NO ADDITIONAL (5)
CAUTION TRUCKS ENTERING HIGHWAY
AREA CLOSED DUE TO CONSTRUCTION
S O
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IDENTIFICATION
SHEET
D A
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A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
F E
N G
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CONCRETE PAD
POSTS
WOODEN GUARD
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A rc h it e c tu ra l-
C iv il -M e c h a n ic a l-
C-101
C -1
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IDENTIFICATION
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P S O
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US Army Corps a u t o t im e
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P .E
W E
E -1
-B -0
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EDGE OF RIPRAP
INV EL=88.77
E=2457485.21
N=1783869.55
18" PIPE
END OF
18" PIPE
WILL TAKE IT OFF SITE.
PROVIDED BY THE COR, LAKE PERSONNEL
IT SHOULD BE STACKED AT A LOCATION
CONTRACTOR AND SAVED ON SITE.
WOODEN FENCE TO BE REMOVED BY
EDGE OF PAVED ROAD
TOE OF CURB
LIGHT POLE
TOP OF CURB
EL=100.00
E=2458202.06
N=1783971.87
IR - SITE TBM 1000
EDGE OF PARKING LOT
LIGHT POLE
EL=104.68
E=2458408.67
N=1784180.02
IR - SITE TBM 1001
TREE
PAVILION
PAVED ROAD
EDGE OF
INV. EL.= 91.83
3' X 3' CATCH BASIN
BEACH
GRAVEL/SAND PARKING LOT
NOTE: TBM ELEVATIONS ARE ASSUMED.
SCALE: 1 IN. = 40 FT.
4020 80 120 FT.
SITE PLAN - EXISTING CONDITIONS
BEACH
C D
IV
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N
E le c tr ic a l S e c ti o n
A rc h it e c tu ra l-
C iv il -M e c h a n ic a l-
C-102
G R
A D
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N D D
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IN
A G
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C -1
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GRADE AND DRAINAGE PLAN
PROPOSED CONCRETE PIPE
CATCH BASIN
EXISTING 0.25' CONTOUR
FINISHED 0.25' CONTOUR
LEGEND
PARKING LOT 2
S O
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IDENTIFICATION
SHEET
D A
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®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
F E
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CATCH BASIN
EXISTING CONCRETE
CONNECT TO
18" PIPE
94 94
18" RCP DRAIN PIPE
PROPOSED
CATCH BASIN
3' x 2' PRECAST
98 99
PARKING LOT 1
SCALE: 1 IN. = 40 FT.
4020 80 120 FT.
E=2457671.74
N=1783871.22
RIGHT OF WAY
CONSTRUCTION
E=2457734.93
N=1783758.78
RIGHT OF WAY
CONSTRUCTION
AREA
SODDED
PAVILION
BEACH
E C D
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A rc h it e c tu ra l-
C iv il -M e c h a n ic a l-
C-103
C -1
.d g n
ISLAND
EXISTING
ISLAND
EXISTING
SITE PLAN - GENERAL WORK PLAN
S
IT
E P
L A
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E N
E R
A L W
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K P
L A
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A T
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N N
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R S
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D of Engineers
US Army Corps a u t o t im e
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S
IG
N B
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V iv ia n a B e rr io s -R o s a ri o E .I .T
P A
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IN
P .E
W E
E -1
-B -0
/2
/2
18" CONDUIT
EXISTING
RIPRAP
EXISTING
EDGE OF
94 94
BASIN
CONCRETE CATCH
EXISTING 3' X 3'
STAIRS
WOODEN
ft
RAMP
ACCESS
WOODEN
37 S
PACES
@ 6 0°
22ft
30 SP
ACES + 4
HANDICAPS @
45°
10ft
10ft ft ft
STRIPING
GORE
RAILING
WOODEN
STAIRS
WOODEN
18" RCP DRAIN PIPE
PROPOSED
22ft
RAMP
ACCESS
WOODEN
RAMP
ACCESS
WOODEN
ftLIGHT POLE
EXISTING
STAIRS
WOODEN
CATCH BASIN
3' x 2' PRECAST
12 S
PACES @
90°
LIGHT POLE
EXISTING
GUTTER
CURB &
LIGHT POLE
EXISTING
ft
11ft
CURB
STAIRS
WOODEN
LIGHT POLE
EXISTING
RAMP
ACCESS
WOODEN
E=2458422.29
N=1783869.10
RIGHT OF WAY
CONSTRUCTION
E=2458609.28
N=1784098.51
RIGHT OF WAY
CONSTRUCTION
E=2457758.80
N=1783865.19
RIGHT OF WAY
CONSTRUCTION
E=2458376.12
N=1784217.29
RIGHT OF WAY
CONSTRUCTION
E=2458547.10
N=1784278.60
RIGHT OF WAY
CONSTRUCTION
9 S
PACES
@ 1 0ft
S
P A
C E S ft
S
P A
C E S
'ft
H
A N
D
IC
A P
GOVERNMENT
REMOVED AND HANDED OVER TO
EXISTING LIGHT AND POLE TO BE
GUARD POSTS
EXISTING WOODEN
E=2458398.66
N=1784081.15
RIGHT OF WAY
CONSTRUCTION
SCALE: 1 IN. = 40 FT.
4020 80 120 FT.
AREA
SODDED
CURB & GUTTER
EXISTING
SIDEWALK
WOODEN
SCALE: 1 IN. = 30 FT.
3015 60 90 FT.
E C D
IV
IS
IO
N
E le c tr ic a l S e c ti o n
A rc h it e c tu ra l-
C iv il -M e c h a n ic a l-
C-104
B E
A C
H P
A R
K
IN
G A
R E
A
L A
Y O
U T C
O N
T R
O L P
L A
N
C -1
.d g n
LAYOUT CONTROL PLAN
BEACH PARKING AREA
OF CURVES ARE NOT PHYSICAL MONUMENTS LOCATED IN THE GROUND
BEACH PARKING AREA CONTROL POINTS AND CONTROL POINTS FOR RADIUS
CATCH BASIN
EXISTING CONCRETE
CONNECT TO
S O
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IC
IT
A T
IO
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F
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D B
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IS
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IS
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IP
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V iv ia n a B e rr io s -R o s a ri o E .I .T
P A
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IS
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T B
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R M
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N D
Y M c A
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IN
P .E
W E
E -1
-B -0
/2
/2
94 94
90.94 ft
80.88 ft
88.83 ft
CP-4
44.12f t
CP-3
C-10
D 66.18f t
75.25f t
77.25f t
CP-2
CP-1
R-3
CP-13
CP-14
CP-12
C
C
C
C
CP-11
R-1
R-3
CP-15
R-2
CP-9
CP-16
CP-10
C-10
D
CP-6
78.77 ft
54.06f t
CP-7
CP-5
CP-8
SCALE: 1 IN. = 30 FT.
3015 60 90 FT.
PAVILION
E C D
IV
IS
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N
E le c tr ic a l S e c ti o n
A rc h it e c tu ra l-
C iv il -M e c h a n ic a l-
C-105
L A
Y O
U T C
O N
T R
O L P
L A
N
C -1
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LAYOUT CONTROL PLAN
PAVILION PARKING AREA
P A
V
IL
IO
N P
A R
K
IN
G A
R E
A
S O
L
IC
IT
A T
IO
N N
O
F
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E N
A M
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D W
N B
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C K
D B
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D E
S
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N E
D B
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D E
S C
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2 3
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A
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M A
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A P
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D A
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S U
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D B
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P L
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C A
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P L
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A T
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D A
T E
M A
R K
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IP
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IS
T R
IC
T
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IC
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B U
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M
IS
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IS
S
IP
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V iv ia n a B e rr io s -R o s a ri o E .I .T
P A
R A
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IS
E P
O
IN
T B
E A
C H P
A V
IL
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N P
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IN
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P .E
W E
E -1
-B -0
/2
/2
C
CP-4
CP-5
CP-6
C
CP-9
C-1
A
CP-7
C-
CP-3
CP-2
A
B
CP-10
CP-11
CP-8
CP-1
B
AND GUTTER
EXISTING CURB SIDEWALK
WOODEN
GROUND
EXISTING
PAVILION PARKING AREA
SCALE : NONE
A
PAVILION PARKING AREA
SCALE : NONE
B
SCALE : NONE
CBEACH PARKING AREA
SCALE : NONE
DBEACH PARKING AREA
C-105
C-105
C-104
C-104
652.5ft
EXISTING GROUND
3H : 1V 3H : 1V
E C D
IV
IS
IO
N
E le c tr ic a l S e c ti o n
A rc h it e c tu ra l-
C iv il -M e c h a n ic a l-
44.3ft 56.2ft40ft
CENTER LINE
ISLAND
CRUSHED STONE BASE
8" COMPACTED
CRUSHED STONE BASE
8" COMPACTED
ASPHALT PAVEMENT
4" HOT MIX
ASPHALT PAVEMENT
4" HOT MIX
SUITABLE FILL
SOD
SOLID
SOD
SOLID
VARIES VARIES
CENTER LINE
ISLAND
SOD
SOLID
SUITABLE FILL
SOD
SOLID
SUITABLE FILL
CRUSHED STONE BASE
8" COMPACTED
ASPHALT PAVEMENT
4" HOT MIX
VARIES
3H : 1
V
CENTER LINE
PARKING
2ft 2ft6ft
37.8ft 37.8ft
1%1%
ISLAND
EXISTING
PAVEMENT
EXISTING
CRUSHED STONE BASE
8" COMPACTED
ASPHALT PAVEMENT
4" HOT MIX
5H : 1V
5H : 1V
0.67%
6ft
0.67%
CRUSHED STONE BASE
8" COMPACTED
CRUSHED STONE BASE
8" COMPACTED
S
IT
E P
L A
N T
Y P
IC
A L S
E C
T
IO
N S
C-106
VARIES VARIES
VARIES VARIES
C -1
.d g n
ASPHALT PAVEMENT
4" HOT MIX
ASPHALT PAVEMENT
4" HOT MIX
POST
WOODEN GUARD
EXISTING
POST
WOODEN GUARD
EXISTING
78.5ft45ft
POST
WOODEN GUARD
EXISTING
POST
WOODEN GUARD
EXISTING
EXISTING GROUND
GROUND
EXISTING
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
S O
L
IC
IT
A T
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N N
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F
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D W
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D B
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D B
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D A
T E
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IDENTIFICATION
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M
IS
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IS
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IP
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D of Engineers
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V iv ia n a B e rr io s -R o s a ri o E .I .T
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N P
A R
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IN
G
F C /M
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S A
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IS
L
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IS
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IN
Y A
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R M
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IN
P .E
W E
E -1
-B -0
/2
/2
C D
IV
IS
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N
E le c tr ic a l S e c ti o n
A rc h it e c tu ra l-
C iv il -M e c h a n ic a l-
TYPICAL EXPANSION JOINT
1/2" TIGHT FIT WHEN INSTALLED AROUND CURVES.
1" X 2" (NOMINAL) REDWOOD DIVIDER, MITER FOR
VARIES
OR EXISTING SUBGRADE
COMPACTED SUITABLE FILL
3/4"
1" CLR. (TYP.)
EXPANSION JOINT MATERIAL
1/2" WIDE COMPRESSIBLE
AND ONE IN MIDDLE).
SECTION (ONE 2" FROM EACH END
INSTALL 3 NAILS PER DIVIDER
INSTALL 4D STEEL FINISHING NAIL.
DRILL 1/16" DIAMETER HOLE AND
TYPICAL SECTION - CONCRETE CURB & GUTTER
SCALE: NONE
CONCRETE JOINT DETAILS
SCALE: NONE
TYPICAL CONTRACTION JOINTTYPICAL CONSTRUCTION JOINT
SHALL BE OF STRAIGHT ALIGNMENT.
5. ALL CONTRACTION, CONSTRUCTION, AND EXPANSION JOINTS
SHALL BE INSTALLED AS STATED IN THE CONTRACT SPECIFICATIONS.
4. CONSTRUCTION, EXPANSION, AND CONTRACTION JOINTS
AND FREE OF DEPRESSIONS AND IRREGULARITIES.
3. THE SURFACE OF THE CURB & GUTTER SHALL BE UNIFORM
IN THE CONTRACT SPECIFICATIONS.
2. THE CURB & GUTTER SHALL BE BROOM FINISHED AS STATED
SHALL BE AS SHOWN ON THE PLANS.
1. LOCATION AND ALIGNMENT OF THE NEW CURB & GUTTER
CURB & GUTTER NOTES:
SAW CUT JOINT
VARIES
FILL OR EXISTING SUBGRADE
COMPACTED SUITABLE
KEY AT CONSTRUCTION JOINT
VARIES
FILL OR EXISTING SUBGRADE
COMPACTED SUITABLE
1"
2'-0"
GUTTER
#4
#3 @ 18" O.C.
3" "2
11'-1 "2 11'-1
3"
TOP OF PAVEMENT
7"
6"
CURB
0.
R
1/8" RADIUS
1/2" (MIN.)
1/2" CLR. (TYP.)
1/8" RADIUS
C K
D B
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C-501
M
IS
C E
L L
A N
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U S C
O N
C R
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A
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V iv ia n a B e rr io s -R o s a ri o E .I .T
V B
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C -5
.d g n
V iv ia n a B e rr io s -R o s a ri o E .I .T
V B
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S O
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IC
IT
A T
IO
N N
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F
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A M
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D W
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D B
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D E
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D B
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D E
S C
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2 3
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A
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M A
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A P
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D A
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C A
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T R
IC
T
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K S
B U
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M
IS
S
IS
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IP
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D of Engineers
US Army Corps a u t o t im e
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IG
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V iv ia n a B e rr io s -R o s a ri o E .I .T
P A
R A
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IS
E P
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IN
T B
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C H P
A V
IL
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N P
A R
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IN
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F C /M
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S A
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IS
L
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M
IS
S
IS
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P I
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IV
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A S
IN
Y A
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IV
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R M
R A
N D
Y M c A
L P
IN
P .E
W E
E -1
-B -0
/2
/2
C D
IV
IS
IO
N
E le c tr ic a l S e c ti o n
A rc h it e c tu ra l-
C iv il -M e c h a n ic a l-
ASPHALT PAVEMENT
4" HOT MIX
CURB
CONCRETE
CRUSHED STONE BASE
8" COMPACTED
CRUSHED STONE
8" COMPACTED
CRUSHED STONE
8" COMPACTED
FOOTING
CONCRETE
4" MAX.
RAILING DETAIL
SCALE: NONE
2" X 6"
"A"
DETAIL
SCALE: NONE
DETAIL "A"
"B"
DETAIL
2'-0"2'-0"
CURB
CONCRETE
ASPHALT PAVEMENT
4" HOT MIX
SCALE: NONE
CONCRETE CURB DETAIL
SCALE: 1" = 1'
ELEVATION
1V : 5H
6'-0"
2'-0"
SCALE: 1" = 1'
IN TOP VIEW
NOTE: RAILINGS NOT SHOWN
1'-0"
1'-6"
SCALE: NONE
DETAIL "B"
3" 3"3
#4
#4
#4
#3 @ 24" O.C.
2" X 2" PICKET
8'-0" MAX8'-0" MAX
8'-0" MAX
8"10"
C-502
W O
O D
E N S
ID
E W
A L
K D
E T
A
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C -5
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TYPICAL SECTION
TOP VIEW
1H 1V
1H : 1V
SEE DETAIL
RAILING
"8"
2" X 6" CAP
2" X 4" FURRING
CONCRETE CURB
1/2" MIN. GALVANIZED BOLT
1/2" MIN. GALVANIZED BOLT
NUTS & FLAT LOASHER
1/2" MIN. GALVANIZED BOLTS,
12" X 2" (PT) JOIST
2" x 12" (PT) JOIST
2" X 12" (PT) JOIST
2" X 12" (PT) JOIST
2" x 12" (PT) JOIST
2" x 12" (PT) JOIST
(6 PER (PT) JOIST)
NUTS & FLAT LOASHER
1/2" MIN. GALVANIZED BOLTS,
2" X 12" (PT) JOIST
2" X 12" (PT) JOIST
2" X 12" (PT) JOIST
2" X 12" (PT) JOIST
2" X 12" (PT) JOIST
2" X 12" (PT) JOIST
2" X 12" (PT) JOIST
2" X 12" (PT) JOIST
2" X 12" (PT) HEADER
2" X 12" (PT) HEADER
2" X 12" (PT) HEADER
DOUBLE
2" X 12" (PT) HEADER
6" X 6" (PT) POST
6" X 6" (PT) POST
6" X 6" (PT) POST
6" x 6" (PT) POST
6" X 6" (PT) POST
6" X 6" (PT) POST 6" X 6" (PT) POST
2" x 6" (PT)
2" x 6" (PT)
2" X 2" (PT) PICKET
2" X 6" (PT) CAP
2" X 4" (PT) FURRING
2" x 6" (PT)
S O
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IC
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N N
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F
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A M
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N B
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D B
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D A
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S C
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IDENTIFICATION
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R S
V
IC
K S
B U
R G D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps a u t o t im e
D E
S
IG
N B
R A
N C
H
V B
R
Y L T
V iv ia n a B e rr io s -R o s a ri o E .I .T
P A
R A
D
IS
E P
O
IN
T B
E A
C H P
A V
IL
IO
N P
A R
K
IN
G
F C /M
R
T
S A
R D
IS
L
A K
E
M
IS
S
IS
S
IP
P I
Y A
Z O
O R
IV
E R B
A S
IN
Y A
Z O
O R
IV
E R
R M
R A
N D
Y M c A
L P
IN
P .E
W E
E -1
-B -0
/2
/2
C D
IV
IS
IO
N
E le c tr ic a l S e c ti o n
A rc h it e c tu ra l-
C iv il -M e c h a n ic a l-
ASPHALT PAVEMENT
4" HOT MIX
CURB
CONCRETE
FOOTING
CONCRETE
2'-0"2'-0"
1V : 5H
1'-0"
2" X 2" PICKET
1'-0"
.7
SCALE: 1" = 2'
FINISHED GRADE
2'-0"2'-0"
1V : 5H
1'-0"
FINISHED GRADE
1'-0"
2" X 6"
1'-0"
PICKETS NOT SHOWN
1'-0"
PICKETS NOT SHOWN1'-3"
2'-0"2'-0"2'-0"
1'-0"
1'-0"
FINISHED GRADE
2" X 6"
PICKETS NOT SHOWN
8'-0"
SCALE: 1" = 2'
10H : 1V
2'-10"
.7
1"
1"
2'-10"
1'-0"
11"
11"
SCALE: 1" = 2'
TOP VIEW
WOODEN STAIR
WOODEN RAMP SIDE ELEVATION
WOODEN STAIR DETAILS
1'-0"
10H : 1V
PICKETS NOT SHOWN
S T
E P
S T
E P
S T
E P
RAMP RAMP
6'-0"6'-0"8'-0"
WOODEN STAIR ELEVATION
WOODEN RAMP ELEVATION
SCALE: 1" = 2'
SCALE: 1" = 2'
SCALE: 1" = 2'
TOP VIEW
WOODEN RAMP
C-503
W O
O D
E N R
A M
P S S
T A
IR
S D
E T
A
IL
S
C -5
.d g n
IN TOP VIEW
NOTE: RAILINGS NOT SHOWN
11"
2" X 12" PRESSURE TREATED (PT) JOIST
2" X 4" PRESSURE TREATED (PT)
2" X 6" PRESSURE TREATED (PT)
SEE DETAIL ON THIS SHEET
PRESSURE TREATED WOODEN STAIR
2" X 12" PRESSURE TREATED JOIST
6" X 6" PRESSURE TREATED POST
6" X 6" PRESSURE TREATED POST
2" X 6" PRESSURE TREATED TREADS
2" X 12" PRESSURE TREATED JOIST
2" X 12" PRESSURE TREATED STRINGER
2" x 12" PRESSURE TREATED STRINGER
2" x 12" PRESSURE TREATED STRINGER
6" x 6" PRESSURE TREATED (PT) POST
2" x 12" (PT) JOIST 2" x 12" (PT) JOIST
2" x 12" (PT) JOIST 2" x 12" (PT) JOIST
2" x 12" (PT) JOIST 2" x 12" (PT) JOIST 2" x 12" (PT) JOIST 2" x 12" (PT) JOIST
2" x 12" (PT) JOIST 2" x 12" (PT) JOIST
2" x 12" (PT) JOIST2" x 12" (PT) JOIST
2" X 12" (PT) JOIST
(PT) JOIST
2" X 12"
2" X 12" (PT) JOIST
2" x 12" (PT) JOIST
2" X 12" (PT) JOIST 2" X 12" (PT) JOIST
2" X 12" (PT) JOIST
2" x 12" (PT) JOIST 2" x 12" (PT) JOIST
2" X 12" PRESSURE TREATED HEADER
2" X 6"
5'-10" 2'-7"5'-7"
2" X 6"
2" X 6"
SHEET C-502
SEE DETAIL
RAILING
2" X 6"
2" X 6"
5'-6.7"5'-11.7"
6'-0"6'-0"7'-7"
FOOTING
CONCRETE
SHEET C-502
SEE DETAIL
RAILING
6" X 6" POST
2" X 6"
FOOTING
CONCRETE
2" X 6"
6" x 6" POST 6" x 6" POST
6" x 6" POST6" x 6" POST6" x 6" POST
5'-7"
RAILING
SHEET C-502
SEE DETAIL
RAILING
SHEET C-502
SEE DETAIL
RAILING
S O
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
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
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T E
A P
P R
®of Engineers
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U .S
A R
M Y C
O R
P S O
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R S
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IC
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B U
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IS
T R
IC
T
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IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps a u t o t im e
D E
S
IG
N B
R A
N C
H
V B
R
Y L T
V iv ia n a B e rr io s -R o s a ri o E .I .T
P A
R A
D
IS
E P
O
IN
T B
E A
C H P
A V
IL
IO
N P
A R
K
IN
G
F C /M
R
T
S A
R D
IS
L
A K
E
M
IS
S
IS
S
IP
P I
Y A
Z O
O R
IV
E R B
A S
IN
Y A
Z O
O R
IV
E R
R M
R A
N D
Y M c A
L P
IN
P .E
W E
E -1
-B -0
/2
/2
(SEE DETAIL IN THIS SHEET)
ON BLUE BACKGROUND
PAINTED HANDICAP SYMBOL
SCALE: NONE
CONCRETE PIPE EXCAVATION SECTION
PAINTED HANDICAPPED
PARKING SPACE SYMBOL
SCALE: NONE
SYMBOL SHALL BE PAINTED ON PAVEMENT
AT CENTER OF EACH HANDICAPPED PARKING SPACE.
HANDICAPPED SYMBOL SHALL HAVE A WIDTH-TO-HEIGHT RATIO
1.
2.
BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH-TO-HEIGHT RATIO
BETWEEN 1:5 AND 1:10.
NOTES:
SYMBOL, TYPE RS-028
FEDERAL RECREATION
PAVEMENT MARKING
REFLECTIVE WHITE
SPACE STRIPING
OF PARKING
OUTSIDE EDGE
AND SYMBOL
PARKING SPACE
SCALE: NONE
PAVEMENT PAINTED HANDICAP PARKING DETAIL
PAVILION PARKING AREA
SCALE: NONE
PAVEMENT PAINTED HANDICAP PARKING DETAIL
BEACH PARKING AREA
E C D
IV
IS
IO
N
E le c tr ic a l S e c ti o n
A rc h it e c tu ra l-
C iv il -M e c h a n ic a l-
C-504
M
IS
C E
L L
A N
E O
U S D
E T
A
IL
S
C -5
.d g n
ELEVATION SECTION A-A
TYPICAL CONCRETE WHEEL STOP DETAIL
SCALE: NONE
" X 8
5ANCHOR,
2'-0" STEEL ROD
"2
"2 17"2
GROUT
2-#4 REINFORCING BARS
"2
"2
"4
6'-0"
ANCHOR RODS
" HOLES FOR4
1'-0" 2'-6"
1'-3"
"2
A
A
PAVEMENT PAINTED DIRECTIONAL ARROW
3'-0" 2'-6"
MAY SUBMIT TEMPLATE FOR APPROVAL.
MINIMUM DIMENSIONS SHOWN. CONTRACTOR
NOTE:
SEE SHEET C-103 FOR LAYOUT
4" BLUE GORE STRIPING
CONCRETE WHEEL STOP
SEE SHEET C-103 FOR LAYOUT
4" BLUE GORE STRIPING
CONCRETE WHEEL STOP
(SEE DETAIL IN THIS SHEET)
ON BLUE BACKGROUND
PAINTED HANDICAP SYMBOL
SPACE
CENTER OF PARKING
ON PAVEMENT AT
SHALL BE PAINTED
HANDICAP SYMBOL
NOTE:
SPACE
CENTER OF PARKING
ON PAVEMENT AT
SHALL BE PAINTED
HANDICAP SYMBOL
NOTE:
S O
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
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
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C O
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R A
C T N
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IDENTIFICATION
SHEET
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A P
P R
®of Engineers
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U .S
A R
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P S O
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R S
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IC
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B U
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IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps a u t o t im e
D E
S
IG
N B
R A
N C
H
V B
R
Y L T
V iv ia n a B e rr io s -R o s a ri o E .I .T
P A
R A
D
IS
E P
O
IN
T B
E A
C H P
A V
IL
IO
N P
A R
K
IN
G
F C /M
R
T
S A
R D
IS
L
A K
E
M
IS
S
IS
S
IP
P I
Y A
Z O
O R
IV
E R B
A S
IN
Y A
Z O
O R
IV
E R
R M
R A
N D
Y M c A
L P
IN
P .E
W E
E -1
-B -0
/2
/2
V :1 .5
HEL. VARIES
2'-0"VARIES2'-0"
PIPE
CENTER LINE OF CONCRETE
MATERIAL
8" MINIMUM COVER OF BEDDING
MATERIAL
BEDDING
V :1 .5
H
EXISTING GROUND
2' TYP.
22'-0"
T Y P
5'-0"
' T
Y P
T Y
P
10'-0"
C D
IV
IS
IO
N
E le c tr ic a l S e c ti o n
A rc h it e c tu ra l-
C iv il -M e c h a n ic a l-
C-505
T Y
P
IC
A L P
R E
C A
S T C
A T
C H
B A
S
IN
D
E T
A
IL
S
C -5
.d g n
S O
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
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
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IN
E E
R S
V
IC
K S
B U
R G D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps a u t o t im e
D E
S
IG
N B
R A
N C
H
V B
R
Y L T
V iv ia n a B e rr io s -R o s a ri o E .I .T
P A
R A
D
IS
E P
O
IN
T B
E A
C H P
A V
IL
IO
N P
A R
K
IN
G
F C /M
R
T
S A
R D
IS
L
A K
E
M
IS
S
IS
S
IP
P I
Y A
Z O
O R
IV
E R B
A S
IN
Y A
Z O
O R
IV
E R
R M
R A
N D
Y M c A
L P
IN
P .E
W E
E -1
-B -0
/2
/2
2"
2"
6 5/8" 1 1/16"
39 1/2"
33"
5 3/4" 5 3/4"6"6" 6"
31 1/2"
28 1/2" 4"
2"
13"
D E
P
H
O F
IN
S T
A L L
A T
IO
N
6 5/8"1 1/16"
LIMITS OF BOTTOM
6 5/8"
24"
36 3/4"
O P
3 1/4"
3/4"
INSTALLED.
AFTER EACH UNIT HAS BEEN
REBAR TO BE REMOVED
OPENING IN EACH UNIT.
BE CAST ACROSS HOLE
RISER, A #4 REBAR SHALL
JOINT BETWEEN BASE AND
WHEN HOLE OPENING IS IN
DETAIL FOR HOLE OPENING
TOP OF BASE/RISER
M
IN
IM
U M
WALL
5 FT. INSIDE
48" LONG FOR
INSIDE WALL
2 FT. AND 3 FT.
24" LONG FOR
#4 REBAR
MINIMUM
2"
HO
HOLE OPENING
GRATE WEIGHT: 200 LBS
B
A S
R
IS
E R
REQUIRED
GROUT
PLAN FOR BASE/RISER
2 X 3: WT = 5"
END BARS
7/8" X 2"
B
1/2" DIA.
CROSS BARS SECTION B-B
3/4"13 1/4"
A
5/8" DIA. HOLE
13 1/4"
SECTION A-A
A
CAST IRON
PLAN VIEW - FRAME
7/8"
7/8" X 2"
BEARING BARS
B
31 1/4"
7/8"
1"
7/8"
ASTM A588 STEEL
PLAN VIEW - GRATE
HEAVY DUTY LOAD RATING
FRAME WEIGHT: 244 LBS
MDOT SS-3 GRATE
OPENING: 324.5 SQ. IN.
CONCRETE DEDUCT FOR
GRATE OPENING: 0.070 C.Y.
GRATE OPENING: 0.088 C.Y.
CONCRETE DEDUCT FOR
GRATE OPENING: 1.32 C.Y.
CONCRETE DEDUCT FOR
OPEN AREA: 453 SQ. IN.
WEIGHT: 340 LBS
HEAVY DUTY LOAD RATING
VULCAN V-4873
2'X3' FRAME AND GRATE
FOR CLARITY
1"
WITHOUT COVER
AND GRATE IS USED
WALL DETAIL WHEN FRAME
2 X 2 & 2 X 3 DROP INLET
2X3: V-4873
2X2: V-5724-3
2X3: 26 5/8" X 38 5/8"
2X2: 26 1/8" X 26 1/8"
2 X 2: WT = 3 1/2"
GRATE DETAILS
2"
7"8 3/8"8 3/8"7"1 1/2" 1 1/2"
1"1"1"
OPEN AREA: 268 SQ. IN.
1/4"
2 1/8"
1 7/8"
1" 2 7/8"
2 5/8"
WT = 5"
3/4"
WEIGHT: 212 LBS
HEAVY DUTY LOAD RATING
VULCAN V-5724-3
2'X2' FRAME AND GRATE
1 1/16"
1 1/16"
1 1/16"1 1/16"
2 5/8"
26 1/8" X 26 1/8"
1 7/8"
2 1/2"1 1/2"
26 5/8" X 38 5/8"
2 X 3 & 3 X 5
JOINT DETAIL
2 X 2
BOTTOM REINFORCEMENT
HO
WT = 3 1/2"
1/4"
1 1/2"
1 3/4"1"
1 1/2"
1 3/4"
A A
O P
T
SPAN/RISE
ID
IS
H O
L
E N
IN
G
H
M
IN
IM
U M
E C
A
N
IT
D
P T
H
COVER REINFORCEMENT
IF
Q U
IR
E D
R R
IS
IG
H T
WT
B B
A
N
IT
IG
H T
M
IN
IM
M
IP
D
P T
H
FLOWLINE
PIPE
PIPE ID
WALL REINFORCEMENT
OL
IW
IL
O W
JOINT DETAIL
SECTION A-A
COVER NOT SHOWN
INLET/JUNCTION BOX
W T
WT
HOLE O
PENING
HOLE O
PENING
HOLE O
PENING
IN COVER FOR GRATE
28 1/2" X 19" OPENING
TYPE SS-3 INLET
3 X 5
IN WALL WITHOUT COVER
FRAME AND GRATE
2 X 2, 2 X 3
DROP INLET
2 X 2, 2 X 3, 3 X 5
IN COVER
FT
INSTALLATION
DEPTH OF
FT
INSTALLATION
DEPTH OF
INSTALLATION
FT
5.545
82.03570.013
70.013
53.570
53.570
43.316
43.316
43.316
17.3264
17.3264
17.3264
17.3264
98.654
78.146
61.526
9.928
5.840
5.8409.928
5.840
FRAME AND GRATE
DROP INLET
0.20
0.10
0.10
0.25
0.20
0.10
INTERIOR RISER #4INTERIOR RISER #3INTERIOR RISER #2INTERIOR RISER #1
INTERIOR RISER #4INTERIOR RISER #3INTERIOR RISER #2INTERIOR RISER #1
* BASED ON 5" WALL THICKNESS; FOR 3 1/2" WALL, MULTIPLY BY 0.694
0.108
0.073
0.045
0.015
0.116
0.095
0.076
0.060
0.045
0.032
0.017
(FT) x C.Y./FT) + (COVER -
(BASE HEIGHT + TOTAL HEIGHT OF RISER) + COVER; HOLE AND GRATE OPENINGS NOT DEDUCTED NOTE: REINFORCEMENT STEEL (LBS PER INLET/JUNCTION BOX) = BOTTOM + TOTAL FOR EACH RISER (TOP PLUS ANY INTERIOR RISERS)
10.559
16.602
37.20836.741
17.869
12.247
3X5
2X3
OPENING (C.Y.)
DEDUCTION PER
CONCRETE*
OPENING (C.Y.)
DEDUCTION PER
CONCRETE*
3X5
2X3
2X2 18X11NONE1812
3X5
2X3
INLET OR
JUNCTION BOX
2X2 0.123
0.201
0.2660.275
0.181
0.099
0.279
0.111
0.074
#4 @ 9" EW
#4 @ 9" EW
WWF-W6.0 X W6.0 - 3 X 3
WWF-W6.0 X W6.0 - 3 X 3
WWF-W6.0 X W6.0 - 3 X 3#4 @ 9" EW2X2
LBS/STEELBOTTOMLBS/STEELCOVER
INLET OR
JUNCTION BOX
COVER/BOTTOM REINFORCEMENT
50040130018-4824-54313124243 1/22 X 2
0-4
0-8
0-12
5.862
0.13
3.942
3.9420.07
0.07
7.786
5.862
3.9420.07
0.13
0.20
0-4
0-8
0-12
2' x 2' WALL REINFORCEMENT (SQ. IN. PER LIN. FT.)
53.570
43.316
-17.3264
53.570
21.039
GRATE OPENING) - ANY HOLE OPENINGS
BOTTOM + (TOTAL RISER HEIGHTNOTE: CONCRETE CUBIC YARDS PER INLET/JUNCTION BOX =
COVER
C.Y.C.Y./FT
RISER
CONCRETE QUANTITIES
BOTTOM
C.Y.
INCHES
OPENING
SIZE
36x23
22x13
22x13
NONE
IW SIDE IL SIDE
ARCH RCPROUND RCP
JUNCTION BOX
INLET OR
35.5
30.5
25.5
23.5
AREALB/FTAREAAREA
INTERIOR RISER #2
LB/FT
INTERIOR RISER #3
LB/FT
INTERIOR RISER #4
LB/FTLB/FT AREA
INTERIOR RISER #1
AREALB/FT
BASE TOP RISER
DEPTH OF
AREA
AREALB/FTAREAAREA LB/FT LB/FTLB/FTLB/FT AREAAREALB/FT
BASE TOP RISER
AREA
AREA LB/FTLB/FTAREALB/FTAREALB/FTAREALB/FTAREALB/FTAREA
1.5
1.5
1.5
1.5
OPHO
25.5x18.5
30x21
46x33
38x27
18x11
2.5
22x13
3.536x23
29x18 3
2.25
T
6.5
3.5
4.5
OPHOT
2.25
2.5
2.75
3.5
3.25
3 36x23
29x18
22x13
18x11
LB/FTLB
GENERAL DATA
IL SIDE
MAXIMUM PIPE SIZE
IW SIDE
SIZE
RCP
ARCH
RCP
ROUND
SIZE
RCP
ARCH
INCHES
DEPTH
ROUND
1.20
1.02
1.02
0.74
0.74
0.74
0.60
0.60
0.60
0.60
TOP RISER
0.24
0.24
0.24
0.30
0.88
1.14
1.44
0.74
BASE
0-16
0-12
0-8
0-20
0-24 0.24
0.24
3' x 5' WALL REINFORCEMENT (SQ. IN. PER LIN. FT.)
HOLE OPENING
OPENING
INCHES
15 24
INCHES
DEPTH
2' x 3' WALL REINFORCEMENT (SQ. IN. PER LIN. FT.)
GENERAL NOTES:
30.5
35.5
44.5
SIZE
RCP
TOP OF COVER TO PIPE INVERT
MINIMUM PIPE DEPTH
LB
COVER
BASE/RISERBOTTOM
WEIGHTS
3" INCREMENTS
RB
HEIGHT
RISER
18-48
18-48
24-54
24-54
HEIGHT
BASE
OW
INCHES
OL
DIMENSION
OUTSIDE
INCHES
ILIW
INSIDE
DIMENSION
INCHES
WT
THICKNESS
WALL
3 X 5
2 X 3
FEET
SIZE
JUNCTION BOX
INLET OR
UNIT.
UNITS SHALL BE MARKED TO IDENTIFY EACH
WHEN INTERIOR RISER UNITS ARE REQUIRED, 7.
SPECIFICATIONS.
WILL BE A COMMERCIAL MASONRY GROUT MEETING
GROUT FOR JOINING PIPE TO PRECAST UNITS 6.
EACH SIDE OF BOX SECTIONS FOR HANDLING.
2 1/2" LIFTING HOLES TO BE LOCATED ON 5.
COMPOUND, AASHTO SPECIFICATION M-198.
JOINT TO BE SEALED WITH PREFORMED JOINT 4.
SIZE AS SHOWN IN TABLE.
DEFORMED BARS, ASTM A615/A AND OF THE
REINFORCING FOR COVER SHALL BE WITH 3.
AREA AS SHOWN IN TABLE.
BE WELDED WIRE FABRIC, ASTM A-185, AND OF THE
REINFORCING FOR BOTTOM AND WALLS SHALL 2.
OF 4000 PSI MINUMUM AT 28 DAYS.
CONCRETE SHALL HAVE COMPRESSIVE STRENGTH 1.
STORM WATER POLLUTION PREVENTION PLAN
FLOW
FLOW
FLOW
PLAN
COMPACTED SOIL
(MIN.)
M
IN
FLOW
FLOW
1. EXCAVATE THE TRENCH.
WIDTH
BALE
2. PLACE BALES TIGHTLY TOGETHER AND STAKE.
4. BACKFILL AND COMPACT THE EXCAVATED SOIL.
POINTS A SHOULD BE HIGHER THAN POINT B
B A
F L
O W
A
M
IN
M
A X
RUNOFF
STEEL OR WOOD POST
STEEL OR WOOD POST
2'-0"
6'-0" TYPICAL
4"
SIDE OF POST.
ATTACH SECURELY TO UPSTREAM
FILTER FABRIC -
MATERIAL.
AS SHOWN AND BACKFILL WITH COMPACTED
EXCAVATE, LINE WITH FILTER FABRIC
4" x 4" TRENCH -
STORAGE HEIGHT.
9" (MAX. RECOMMENDED)
6'-0" MAXIMUM SPACING WITHOUT WIRE SUPPORT FENCE.
10'-0" MAXIMUM SPACING WITH WOVEN WIRE SUPPORT FENCE -
STRAW BALE DETAILS
TEMPORARY DIVERSION DIKE DETAIL
CONSTRUCTION OF A STRAW BALE BARRIER
SILT SCREEN FENCE IN DRAINAGE
ELEVATION
SILT SCREEN FENCE DETAILS
SECTION
PLAN
SCALE: NONE
SCALE: NONE
SCALE: NONE
P R
E V
E N
T
IO
N P
L A
N T
Y P
IC
A L D
E T
A
IL
S
S T
O R
M W
A T
E R P
O L L
U T
IO
N
IF WIRE MESH SUPPORT IS NOT USED.
EXTRA STRENGTH FILTER FABRIC REQUIRED
(FILLED BY WEDGING WITH STRAW).
3. GAPS BETWEEN BALES SHALL BE CHINKED
COMPACTING.
TEMPORARY DIVERSION DIKE SHALL BE SEEDED BEFORE
CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
SILT SCREEN FENCE SHALL BE PLACED ALONG SLOPE
OFF-SITE AND CAN BE PERMANENTLY 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:
SEED BEFORE COMPACTING
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
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D B
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IP
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2 3
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4 5
A
B
M A
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A P
P R
D A
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IT
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D B
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P L
O T S
C A
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P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
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IP
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N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
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P R
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