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Date
BATSON & BROWN, INC.CONSULTING ENGINEERS
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SHEET
INDEXJACKSON COUNTYBOARD OF SUPERVISORS
DRAINAGE STRUCTURE REPLACEMENTLILY ORCHARD ROAD
(DRAINAGE PROJECT)SECTION 11, TOWNSHIP 6 SOUTH, RANGE 5 WEST
LENGTH DATA
PRINCIPAL ENGINEER DATE
STANDARD SPECIFICATIONS FOR STATE AID ROAD AND BRIDGE CONSTRUCTION CURRENTLY
APPROVED BY THE OFFICE OF STATE AID ROAD CONSTRUCTION OF THE MISSISSIPPI
DEPARTMENT OF TRANSPORTATION AND THE FEDERAL HIGHWAY ADMINISTRATION ARE MADE
A PART HEREOF FULLY AND COMPLETELY AS IF ATTACHED HERETO, EXCEPT WHERE
SUPERSEDED BY THE SPECIAL PROVISIONS, OR AMENDED BY REVISIONS.
BARRY CUMBEST - DISTRICT 1 MELTON HARRIS - DISTRICT 2 KEN TAYLOR - DISTRICT 3 TROY ROSS - DISTRICT 4RANDY BOSARGE - DISTRICT 5
JOE O'NEAL - ROAD MANAGER
COUNTY ROAD MANAGER
BOARD OF SUPERVISORS
FOR INDEX SEE SHEET NO. 2
-INDICATES APPROXIMATE LOCATION
MICHAEL
45863-OVERALL
5/5/2017
N.T.S
1
NUTBANK RD
NU
TB
AN
K R
D
LILY
O
RC
HA
RD
R
D
LYONS CREEK
RD
PRAIRIEBROOK RD
AUGUSTA RD
BIRD LAKE RD
BROADUS RD
S
A
R
A
C
E
N
N
IA
R
D
H
A
N
S
R
D
CLEO DR
SLATER
CIRCLE
LYONS LAKE
RD
CLARENCE
FURBY
RD
B
I
G
B
E
N
D
R
D
OA
K H
AV
EN
D
R
E
C
K
O
F
F
R
D
AN
N R
D
M
A
Y
W
O
O
D
D
R
GREENFIELDS RD
L
I
L
Y
O
R
C
H
A
R
D
R
D
CARTERS RD
BIG POINT RD
HORACE
SHUMOCK RD
RA
YF
OR
D
SH
UM
OC
K R
D
G
O
F
F
F
A
R
M
R
D
LENGTH OF ROADWAY 100.00 FT. 0.019 MI.
LENGTH OF BRIDGES 0.00 FT. 0.000 MI.
LENGTH OF PROJECT (NET) 0.019 MI.
LENGTH OF EXCEPTIONS 0.000 MI.
LENGTH OF PROJECT (GROSS) 0.019 MI.
SCALE:
PLAN 1 IN. = 10 FT.
PROFILE-HORIZ. 1 IN. = 10 FT.
PROFILE-VERT. 1 IN. = 5 FT.
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BATSON & BROWN, INC.CONSULTING ENGINEERS
4347 OLD SPANISH TRAIL
GAUTIER, MISSISSIPPI 39553
PHONE: (228) 522-6353 FAX: (228) 522-6403
SHEET
2
Scale
Project No.
Date
Drawn By:
Checked By:
Approved:
LILY ORCHARD ROAD
QUANTITY AND INDEX
45863-OVERALL
5/5/2017
NTS
MICHAEL
JACKSON COUNTY
DRAINAGE PROJECT
PAY ITEM NO. UNIT
PAY ITEM PLAN FINAL
ROADWAY ITEMS
S-200-A MOBILIZATION LUMP SUM LUMP SUM
S-201-A CLEARING AND GRUBBING LUMP SUM LUMP SUM
S-202-D
REMOVAL OF ASPHALT (ALL DEPTHS)
200 SQ. YD.
S-202-E
REMOVAL OF PIPE (ALL SIZES)
40 LIN. FT.
S-203-A
UNCLASSIFIED EXCAVATION (FM)
250 CU. YD.
S-203-E
BORROW EXCAVATION (CONTRACTOR FURNISHED LVM, CLASS 7)
200 CU. YD.
S-304-C
CRUSHED STONE (LVM) (SIZE 610)
60 CU. YD.
S-304-C
CRUSHED STONE (LVM) (SIZE 67)
56 CU. YD.
S-403-A
HOT MIX ASPHALT, (ST) (9.5mm)
25 TON
S-601-A CLASS "B" STRUCTURAL CONCRETE 47.76 CU. YD.
S-602-A REINFORCING STEEL 8905.59 LBS.
S-618-A MAINTENANCE OF TRAFFIC LUMP SUM LUMP SUM
S-618-B ADDITIONAL CONSTRUCTION SIGNS 0.00 SQ. FT.
EROSION CONTROL ITEMS
901-S-212-A AGRICULTURAL LIMESTONE 0.20 TON
S-212-B
COMMERCIAL FERTILIZER (13-13-13)
0.10 TON
S-214-A SEEDING 0.10 ACRE
S-215-A VEGETATIVE MATERIALS FOR MULCH 0.20 TON
S-226-A SOLID SODDING 200 SQ. YD.
S-233-A TEMPORARY SILT FENCE 340 LIN. FT.
S-815-ALOOSE RIPRAP, 200 LB.
120 TON
S-815-E
GEOTEXTILE UNDER RIPRAP (TYPE V), A.O.S. 0.21-0.43
352 SQ. YD.
907-237-AWATTLES, 12 INCHES
200 LIN. FT.
SHEET NO. TITLE
1 TITLE SHEET
2 QUANTITY AND INDEX
3 TYPICAL SECTION
4 DETAILS AND SCHEDULES
5 STORM WATER POLLUTION PREVENTION
6 TRAFFIC CONTROL
ECD-3 DETAILS OF SILT FENCE INSTALLATION
ECD-6 DETAILS OF EROSION CONTROL WATTLE DITCH CHECK
140 EROSION CONTROL
142
TYPICAL TEMPORARY EROSION CONTROL MEASURES (SILT FENCE, HAY BALES, & BRUSH BARRIER)
SDTCP-10 HIGHWAY SIGN AND BARRICADE DETAILS FOR CONSTRUCTION PROJECTS
366.1 BASIC CULVERT DRAWING - BARREL JOINT LOCATIONS - NORMAL AND SKEWED CULVERTS GROUP I DIAGRAMS
370.1 BASIC CULVERT DRAWING - SINGLE CELL - HEIGHT 6 FT. - SPANS 6 - 20 FT.
370.2 BASIC CULVERT DRAWING - SINGLE CELL - HEIGHT 6 FT. - SPANS 6 - 20 FT.
378.1 BOX CULVERT DRAWING - IBS CULVERTS MODIFIED FOR HIGH COVER - WINGS WITH 2:1 SLOPE
378.2 BOX CULVERT DRAWING - IBS CULVERTS MODIFIED FOR HIGH COVER - WINGS WITH 2:1 SLOPE
379 BOX CULVERT DRAWING - IBS CULVERTS MODIFIED FOR HIGH COVER - WINGS WITH 2:1 SLOPE
396.1 BOX CULVERT DRAWING - 15° SKEW DETAILS - WINGS WITH 2:1 SLOPE - SINGLE & DOUBLE CELL CULVERTS
396.2 BOX CULVERT DRAWING - 15° SKEW DETAILS - WINGS WITH 2:1 SLOPE - SINGLE & DOUBLE CELL CULVERTS
7 PLAN & PROFILE
1 200 LIN. FT. TO BE USED AS DIRECTED BY THE ENGINEER
2 PER STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, MDOT 2004 EDITION
N CEMENTITIOUS MATERIAL EXPOSURE TO SULFATES IS NEGLIGIBLE.
GENERAL NOTES:
1. THE ENGINEER WILL SET CONSTRUCTION STAKES. HOWEVER THE CONTRACTOR WILL BE REQUIRED TO
CHECK AND PERSERVE AS PER SECTION S-105 OF THE STANDARD SPECIFICATIONS.
2. THE EROSION CONTROL DEVICES SHOWN ON THESE PLANS ARE A MINIMUM REQUIREMENT. THE
CONTRACTOR SHALL INSURE THAT SILT DOES NOT LEAVE THE RIGHT-OF-WAY DURING CONSTRUCTION.
3. SOME AREAS WILL REQUIRE SITE GRADING TO PROVIDE POSITIVE DRAINAGE. SITE GRADING IS NOT
CONSIDERED A SEPARATE PAY ITEM.
4. ALL TRAFFIC CONTROL DEVICES, PLASTIC DRUMS, CONES, ETC. SHALL CONFORM TO THE MANUAL OF
UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION.
5. THE CONTRACTOR SHALL FURNISH THE ENGINEER COPIES OF ALL WARRANTIES, GUARANTIES, CERTIFIED
TEST REPORTS, CERTIFICATES OF COMPLIANCE, MIX DESIGNS, ETC; FOR ALL MATERIALS TO BE USED, AS
PER SECTION S-106 OF THE STANDARD SPECIFICATIONS, ANY WORK PERFORMED PRIOR TO APPROVAL OF
MATERIALS WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
1 2
N
NOTE:
INCIDENTAL WORK FOR WHICH NO PAY ITEM IS PROVIDED IN THE PROPOSAL SHALL
BE CONSIDERED INCLUDED IN THE PRICES AND PAYMENT FOR BID ITEMS.
BOB
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BATSON & BROWN, INC.CONSULTING ENGINEERS
4347 OLD SPANISH TRAIL
GAUTIER, MISSISSIPPI 39553
PHONE: (228) 522-6353 FAX: (228) 522-6403
SHEET
3
Scale
Project No.
Date
Drawn By:
Checked By:
Approved:
LILY ORCHARD ROAD
TYPICAL SECTION
45863-OVERALL
5/5/2017
NTS
MICHAEL
JACKSON COUNTY
DRAINAGE PROJECT
ITEM NO. ITEM RATE
901-S-212-A AGRICULTURAL LIMESTONE 2 TONS/ACRE
S-212-B
COMMERCIAL FERTILIZER (13-13-13)
1 TON/ACRE
S-212-A VEGETATIVE MATERIALS FOR MULCH 2 TON/ACRE
TOE DITCH DETAIL
REQUIRED WHERE NATURAL GROUND
SLOPES TOWARD EMBANKMENT
1/2 FILL SECTION 1/2 CUT SECTION
GENERAL NOTES:
1. UNCLASSIFIED EXCAVATION MATERIALS WHEN USED WITHIN THE PROPOSED ROADWAY SUBGRADE SHALL
MEET THE REQUIREMENTS OF CLASS 7 BORROW MATERIAL. ALL MATERIAL EXHIBITING HIGH ORGANIC
MATERIALS DEBRIS, AND/OR SOFT YIELDING MATERIALS SHALL BE DETERMINED UNSUITABLE MATERIAL
AND LIMITED TO ROADWAY SLOPING EMBANKMENTS OR DISPOSED OF OFF SITE AT NO COST TO PROJECT.
2. BEFORE FINAL ACCEPTANCE AND DURING CONSTRUCTION, WHEN AND AS OFTEN AS IS REQUIRED BY THE
ENGINEER THE ENTIRE RIGHT-OF-WAY SHALL BE MOWED BY THE CONTRACTOR AT NO COST TO THE
PROJECT.
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BATSON & BROWN, INC.CONSULTING ENGINEERS
4347 OLD SPANISH TRAIL
GAUTIER, MISSISSIPPI 39553
PHONE: (228) 522-6353 FAX: (228) 522-6403
SHEET
4
Scale
Project No.
Date
Drawn By:
Checked By:
Approved:
LILY ORCHARD ROAD
DETAILS AND SCHEDULES
45863-OVERALL
5/5/2017
NTS
MICHAEL
JACKSON COUNTY
DRAINAGE PROJECT
SHEET NO. STATION
LENGTH ALONG
CENTER LINE
(FT)
SIZE STATE STANDARDS
LENGTH
(FT.)
CLASS "B" CONCRETE
(CU. YD.)
REINFORCEMENT
(LBS.)
"T"
(IN.)
"V"
(IN.)
REMARKS
7 88+58.10 9.40 8' X 6'
366.1, 370.1, 370.2, 378.1,
378.2, 379, 396.1, 396.2
43.32 47.76 8905.59 8.50 7.50
UPSTREAM APRON 15° RIGHT FORWARD SKEW
BARREL SKEWED 10° ABOUT CL
SHEET NO. STATION
DRAINAGE
AREA
(ACRES)
SIZE
UPSTREAM
FLOW LINE
ELEVATION
*DESIGN FLOOD YEAR (25) *DESIGN FLOOD YEAR (100)
FLOOD OF RECORD
REMARKS
DISCHARGE
(C.F.S.)
*HEADWATER CONTROL IN/OUT
DISCHARGE
(C.F.S.)
*HEADWATER CONTROL IN/OUT
DATE
OCCURRED
DISCHARGE
(C.F.S.)
HIGH WATER
ELEVATION
HW/D
HW (DEPTH) HW (ELEV.)
HW/D
HW (DEPTH) HW (ELEV.)
7 88+58.10 320 8' X 6' 18.50 393 1.19 7.14 25.59 493 1.41 8.46 26.89 N/A N/A N/A
* HEADWATER ELEVATION VALUES SHOWN ON THESE PLANS ARE THEORETICAL AND MAY VARY FROM ACTUAL CONDITIONS
CEMENTITIOUS MATERIAL EXPOSURE TO SULFATES IS NEGLIGIBLE
3.52'
NOTE:
1. UPSTREAM APRON STANDARDS
MODIFIED TO BREAK LONG SIDE OF
WING TO MATCH EXISTING CHANNEL
OPENING.
2. REINFORCING STEEL TO BE CUT OR
SPLICED TO MATCH DRAWING DETAIL.
T5
T3T1T2
T4
V1 V2 V3 V4CULVERT HEIGHT
"H"
BAR SIZE
LENGTH (FT)
6
T1 #4 9.46
T2 #4 4.02
T3 #4 11.21
T4 #4 12.41
T5 #4 15.09
6
V1 #4 11.50
V2 #4 12.87
V3 #4 11.01
V4 #4 3.52
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88+00
89+00
BATSON & BROWN, INC.CONSULTING ENGINEERS
4347 OLD SPANISH TRAIL
GAUTIER, MISSISSIPPI 39553
PHONE: (228) 522-6353 FAX: (228) 522-6403
SHEET
5
Scale
Project No.
Date
Drawn By:
Checked By:
Approved:
LILY ORCHARD ROAD
STORM WATER POLLUTION PREVENTION
45863-OVERALL
5/5/2017
1" = 10'
MICHAEL
JACKSON COUNTY
DRAINAGE PROJECT
GENERAL NOTES:
LEGEND:
REFERENCED STANDARDS:
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Scale
Project No.
Date
BATSON & BROWN, INC.CONSULTING ENGINEERS
Drawn By:
Checked By:
Approved:
LILY ORCHARD ROAD
TRAFFIC CONTROL
SHEET
6
1"=30'
5/5/2017
45863-OVERALL
MICHAEL
JACKSON COUNTY
DRAINAGE PROJECT
NUTBANK RD
NU
TB
AN
K R
D
LILY
O
RC
HA
RD
R
D
LYONS CREEK
RD
PRAIRIEBROOK RD
AUGUSTA RD
BIRD LAKE RD
BROADUS RD
S
A
R
A
C
E
N
N
IA
R
D
H
A
N
S
R
D
CLEO DR
SLATER
CIRCLE
LYONS LAKE
RD
CLARENCE
FURBY
RD
B
I
G
B
E
N
D
R
D
OA
K H
AV
EN
D
R
E
C
K
O
F
F
R
D
AN
N R
D
GREENFIELDS RD
L
I
L
Y
O
R
C
H
A
R
D
R
D
CARTERS RD
BIG POINT RD
HORACE
SHUMOCK RD
RA
YF
OR
D
SH
UM
OC
K R
D
G
O
F
F
F
A
R
M
R
D
SIGN NO. TYPE DESCRIPTION
1 R11-2 ROAD CLOSED
2 TYPE III
BARRICADE ACROSS ENTIRE ROADWAY (50' OUTSIDE PROJECT LIMITS)
3 W20-1 ROAD WORK 500 FT.
4 W20-1 ROAD WORK 1500 FT.
5 R11-3B ROAD CLOSED 4.1 MILES AHEAD LOCAL TRAFFIC ONLY
6 R11-3B ROAD CLOSED 4.3 MILES AHEAD LOCAL TRAFFIC ONLY
7 R11-3B ROAD CLOSED AHEAD
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ON ONE OR BOTH SIDES OF THE PAVEMENT TO GIVE THE SENSATION
OF A NARROWING OR RESTRICTED ROADWAY. WING BARRICADES MAY
BE USED AS A MOUNTING FOR THE ADVANCE WARNING SIGNS OR FLASHERS.
2. WING BARRICADES SHOULD BE USED:
A. IN ADVANCE OF A CONSTRUCTION PROJECT EVEN WHEN NO
PART OF THE ROADWAY IS ACTUALLY CLOSED.
B. IN ADVANCE OF ALL BRIDGE OR CULVERT WIDENING OPERATIONS.
PLASTIC DRUMS SHALL BE ON END AND USED AS AN EXPEDIENT METHOD FOR
TRAFFIC CHANNELIZATION. THE COLOR AND MARKING OF DRUMS SHALL BE CONSISTENT
WITH MARKING STANDARDS FOR BARRICADE. THE PREDOMINANT COLOR ON DRUMS
SHALL BE ORANGE WITH FOUR (4) REFLECTORIZED, HORIZONTAL, CIRCUMFERENTIAL
DRUMS SHOULD NEVER BE PLACED IN THE ROADWAY WITHOUT WARNING SIGNS.
MARKINGS ON ALL DEVICES SHOWN ON THIS SHEET SHALL BE
HIGH INTENSITY REFLECTIVE SHEETING.
THE TRAFFIC CONTROL PLAN WILL LIST THE VARIOUS TRAFFIC
CONTROL DEVICES REQUIRED FOR EACH PROJECT.
TYPE 3 OBJECT MARKERS SHALL BE USED AT ALL EXPOSED BRIDGE
ABUTMENTS AND AT OTHER LOCATIONS AS DEEMED NECESSARY BY THE
ENGINEER.
THE OM-3R IS SHOWN. THE OM-3L IS SIMILAR EXCEPT THE STRIPES
SLOPE DOWNWARD FROM THE UPPER LEFT SIDE TO THE LOWER RIGHT SIDE
AND SHALL BE PLACED ON THE LEFT SIDE OF THE OBJECT.
THE INSIDE EDGE OF THE MARKER SHALL BE IN LINE WITH THE INNER
EDGE OF THE OBSTRUCTION.
DETOUR
CLOSED
ROAD
WING BARRICADES
PLASTIC DRUM STRIPING DETAIL
VERTICAL PANEL
STANDARD BARRICADES
TYPE 3 OBJECT MARKER
TYPE I TYPE II TYPE III
ORANGE
BLACK
YELLOW
BLACK
45
45
WHITE
ORANGE
REFLECTORIZED WHITE
REFLECTORIZED ORANGE
(OM-3R)
WIDTH OF RAIL
LENGTH OF RAIL
WIDTH OF STRIPE
HEIGHT
TYPE OF FRAME
2 (ONE EACH DIRECTION)
LIGHT
4 (TWO EACH DIRECTION)
LIGHT "A" FRAME
**
**
*
**
°
°
BARRICADE CHARACTERISTICS
BARRICADE CLOSING A ROAD
1.
2.
3.
1.
2.
3.
NUMBER OF
REFLECTORIZED
RAIL FACES
GENERAL NOTES:
1.
2.
1.
2.
3.
A TYPE III BARRICADE CONSISTS OF THREE (3) HORIZONTAL RAILS SUPPORTED BY FIXED4.
TYPE I AND TYPE II BARRICADES ARE INTENDED FOR USE WHERE THE HAZARD IS
RELATIVELY SMALL AS, FOR EXAMPLE, ON CITY STREETS, OR FOR THE MORE OR LESS
CONTINUOUS DELIMITING OF A RESTRICTED ROADWAY, OR FOR TEMPORARY DAYTIME USE.
3.
THAT WILL BLOCK VIEW OR RAIL FACE.
7.
TYPE III BARRICADES ARE INTENDED FOR USE ON CONSTRUCTION AND MAINTENANCE
PROJECTS AS WING BARRICADES AND AT ROAD CLOSURES, WHERE THEY MUST REMAIN IN PLACE
FOR EXTENDED PERIODS.
5.
THE MARKING FOR BARRICADE RAILS SHALL BE ORANGE AND WHITE (SLOPING DOWNWARD AT6.
°
8. FOR ADDITIONAL INFORMATION OR DETAILS, SEE MUTCD, LATEST EDITION.
A TYPE I BARRICADE CONSISTS OF ONE (1) HORIZONTAL RAIL SUPPORTED BY A DEMOUNTABLE
1.
FRAME OR A LIGHT "A" FRAME. A TYPE I BARRICADE NORMALLY WOULD BE USED ON CONVENTIONAL
ROADS OR URBAN STREETS AND ARTERIALS.
2. A TYPE II BARRICADE CONSISTS OF TWO (2) HORIZONTAL RAILS ON A LIGHT "A" FRAME. TYPE II BARRICADES
ARE INTENDED FOR USE ON EXPRESSWAYS AND FREEWAYS AND OTHER HIGH-SPEED ROADWAYS.
1. WING BARRICADES ARE TYPE III BARRICADES ERECTED ON THE SHOULDER
DETAIL
*
3 IF FACING TRAFFIC
IN ONE DIRECTION
6 IF FACING TRAFFIC
IN TWO DIRECTIONS
POST OR SKID
PANELS SHALL BE USED.
4. FOR TWO-WAY TRAFFIC OPERATIONS, BACK-TO-BACK
III
IIII
III
II
II
II
II
POSTS, A RIGID SKID, A HEAVY DEMOUNTABLE FRAME OR A HEAVY, HINGED "A" FRAME.
AN ANGLE OF 45 IN THE DIRECTION TRAFFIC IS TO PASS).
DO NOT PLACE SANDBAGS OR OTHER DEVICES TO PROVIDE MASS ON THE BOTTOM RAIL
AN ORANGE BACKGROUND AND SHALL POINT IN THE DIRECTION OF TRAFFIC FLOW.
CHEVRON SIGN
A CHEVRON SIGN CONSISTS OF A BLACK CHEVRON TYPE MARKING ON
THE CHEVRON SIGN SHALL BE MOUNTED ON FIXED POST OR RIGID SKID.
FACING TRAFFIC.
12"
36"
24"
MIN.
DIA.
18" MIN.
24" MIN.
36" MIN.
24" MIN.
36" MIN.
24"
ONE OR MORE LANES ARE CLOSED FOR CONSTRUCTION OR MAINTENANCE. THEY SHALL
7’-
0"
MIN.
4’-
0"
MIN.
2. BARRICADES INTENDED FOR USE ON EXPRESSWAYS, FREEWAYS AND OTHER HIGH SPEED
ROADWAYS, SHALL HAVE A MINIMUM OF 270 in OF REFLECTIVE AREA2
12"
8" TO
1. VERTICAL PANELS CONSIST OF AT LEAST ONE PANEL
IN THE DIRECTION THAT TRAFFIC IS TO PASS THE PANEL.
THE PANELS SHALL BE MOUNTED WITH THE TOP A
2. THE DIAGONAL STRIPES SHALL SLOPE DOWNWARD
3. VERTICAL PANELS USED ON EXPRESSWAYS, FREEWAYS
AND OTHER HIGH-SPEED ROADWAYS SHALL HAVE A
MINIMUM OF 270 in OF RETROREFLECTIVE AREA
FACING TRAFFIC.
2
FROM THE EDGE OF TRAVELED LANE.
36"
MIN.
LIGHTMASS POST.
CHEVRON SIGNS MAY BE USED TO SUPPLEMENT OTHER STANDARD DEVICES WHERE
BE PLACED APPROXIMATELY 2’-0" BEHIND THE LANE TRANSITION STRIPE.
4"
4"
1. FOR RAILS LESS THAN 36" LONG, 4" WIDE STRIPES MAY BE USED.
8" MIN. - 12" MAX. 8" MIN. - 12" MAX. 8" MIN. - 12" MAX.
WHERE PRACTICAL PLASTIC DRUMS SHALL BE PLACED NO CLOSER THAN 3’-0"
8" TO 12" IN WIDTH AND A MINIMUM OF
24" IN HEIGHT.
MINIMUM OF 36" ABOVE THE ROADWAY ON A SINGLE
STRIPES (2 ORANGE & 2 WHITE) 6" WIDE.
6" 6" 6"
48" MIN.
60" MIN.
3’-
0"
MIN.
18"
3.2"
3"
PROJECTS
FOR CONSTRUCTION
BARRICADE DETAILS
HIGHWAY SIGN AND
STATE PROJECT NO.
MISS.
DA
TE
RE
VISIO
NB
Y
WORKING NUMBER
SHEET NUMBERFILENAME:
DESIGN TEAM CHECKED DATE 6/1/2012
SDTCP-10
MISSISSIPPI DEPARTMENT OF TRANSPORTATION
RO
AD
WA
Y
DESIG
N
DIVISIO
NMIS
SIS
SIP
PI D
EP
AR
TM
EN
T
OF
TR
AN
SP
OR
TA
TIO
N
PL
AN
3/20/2013
10:46:29
SD
TC
P-10_06012012.
DG
N
SDTCP-10_06012012.DGN
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88+00
89+00
Scale
Project No.
Date
BATSON & BROWN, INC.CONSULTING ENGINEERS
Drawn By:
Checked By:
Approved:
LILY ORCHARD ROAD
PLAN & PROFILE-DIVERSION
SHEET
7
1"=30'
5/5/2017
45863-OVERALL
MICHAEL
UTILITY OWNERS
JACKSON COUNTY
DRAINAGE PROJECT
DESIGN DATA:
HYDRAULIC DESIGN
ITEM QUANTITY UNIT
UNCLASSIFIED EXCAVATION (FM)
250 CU. YD.
BORROW EXCAVATION (LVM) (CL. 7)
200 CU. YD.
CRUSHED STONE (SIZE 610) (LVM)
60 CU. YD.
CRUSHED STONE (SIZE 67) (LVM)
56 CU. YD.
FILTER FABRIC 352 SQ. YD.
200# RIPRAP 120 TON
GENERAL NOTES
SHRINKAGE FACTOR:
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