S E C T I O N 9 0 5 -- P R O P O S A L...
48
S E C T I O N 9 0 5 -- P R O P O S A L (CONTINUED) I (We) hereby certify by digital signature and electronic submission via Bid Express of the Section 905 proposal below, that all certifications, disclosures and affidavits incorporated herein are deemed to be duly executed in the aggregate, fully enforceable and binding upon delivery of the bid proposal. I (We) further acknowledge that this certification shall not extend to the bid bond or alternate security which must be separately executed for the benefit of the Commission. This signature does not cure deficiencies in any required certifications, disclosures and/or affidavits. I (We) also acknowledge the right of the Commission to require full and final execution on any certification, disclosure or affidavit contained in the proposal at the Commission’s election upon award. Failure to so execute at the Commission’s request within the time allowed in the Standard Specifications for execution of all contract documents will result in forfeiture of the bid bond or alternate security. Bidder acknowledges receipt of and has added to and made a part of the proposal and contract documents the following addendum (addenda): ADDENDUM NO. 1 DATED 7/19/2016 ADDENDUM NO. DATED ADDENDUM NO DATED ADDENDUM NO. DATED Number Description TOTAL ADDENDA: 1 (Must agree with total addenda issued prior to opening of bids) Respectfully Submitted, DATE Contractor BY Signature TITLE ADDRESS CITY, STATE, ZIP PHONE FAX E-MAIL 1 Revised NTB No. 2382; Revised BidItems; Revised or Added Plan Sheet Nos. 1-16, 19-23, 27, 41, 77, 59, 60, 87A, 87B, 85A, 85B, 85C, 87C, 86A, 6263, 6264, 6272, & 6329; Amendment EBS Download Required. (To be filled in if a corporation) Our corporation is chartered under the Laws of the State of and the names, titles and business addresses of the executives are as follows: President Address Secretary Address Treasurer Address The following is my (our) itemized proposal. SP-0303-00(012)/107179301 Claiborne County(ies) Revised 01/26/2016
Transcript of S E C T I O N 9 0 5 -- P R O P O S A L...
S E C T I O N 9 0 5 -- P R O P O S A L (CONTINUED)
I (We) hereby certify by digital signature and electronic submission via Bid Express of the Section 905 proposal below, that all certifications, disclosures and affidavits incorporated herein are deemed to be duly executed in the aggregate, fully enforceable and binding upon delivery of the bid proposal. I (We) further acknowledge that this certification shall not extend to the bid bond or alternate security which must be separately executed for the benefit of the Commission. This signature does not cure deficiencies in any required certifications, disclosures and/or affidavits. I (We) also acknowledge the right of the Commission to require full and final execution on any certification, disclosure or affidavit contained in the proposal at the Commission’s election upon award. Failure to so execute at the Commission’s request within the time allowed in the Standard Specifications for execution of all contract documents will result in forfeiture of the bid bond or alternate security. Bidder acknowledges receipt of and has added to and made a part of the proposal and contract documents the following addendum (addenda):
ADDENDUM NO. 1 DATED 7/19/2016 ADDENDUM NO. DATED ADDENDUM NO DATED ADDENDUM NO. DATED
Number Description TOTAL ADDENDA: 1
(Must agree with total addenda issued prior to opening of bids) Respectfully Submitted,
DATE
Contractor
BY Signature
TITLE
ADDRESS
CITY, STATE, ZIP
PHONE
FAX
1 Revised NTB No. 2382; Revised BidItems; Revised or Added Plan Sheet Nos. 1-16, 19-23, 27, 41, 77, 59, 60, 87A, 87B, 85A, 85B, 85C, 87C, 86A, 6263, 6264, 6272, & 6329; Amendment EBS Download Required.
(To be filled in if a corporation)
Our corporation is chartered under the Laws of the State of and the names, titles and business addresses of the executives are as follows: President Address
Secretary Address
Treasurer Address
The following is my (our) itemized proposal.
SP-0303-00(012)/107179301
Claiborne County(ies) Revised 01/26/2016
-2- Notice To Bidders No. 2382 -- Cont'd.
-3- Notice To Bidders No. 2382 -- Cont'd.
-4- Notice To Bidders No. 2382 -- Cont'd.
-5- Notice To Bidders No. 2382 -- Cont'd.
-6- Notice To Bidders No. 2382 -- Cont'd.
-7- Notice To Bidders No. 2382 -- Cont'd.
Line No. Item Code Adj Code Quantity Units Description [Fixed Unit Price]
Section 905
CLAIBORNE
SP-0303-00(012)/107179301
Upgrade and Repair of SR 552, known as State Project No. SP-0303-00(012) / 107179301 in Claiborne County.
Proposal (Sheet 2 - 1)
Base Bid Items
Lump Sum0010 201-A001 1 Clearing and Grubbing
Linear Feet0020 202-B041 400 Removal of Fence, All Types
Linear Feet0030 202-B064 150 Removal of Pipe, 8" And Above
Each0040 202-B077 7 Removal of Trees Greater Than 6"
Square Yard0050 202-B078 600 Removal of Pavement, All Types and Depths
Cubic Yard0060 (E)203-A003 34,000 Unclassified Excavation, FM, AH
Cubic Yard0070 (E)203-EX017 17,000 Borrow Excavation, AH, FME, Class B9
Cubic Yard0080 (S)206-A001 1,200 Structure Excavation
Square Yard0090 209-A004 3,300 Geotextile Stabilization, Type V, Non-Woven
Square Yard0100 211-A001 22,000 Topsoil for Slope Treatment, From Right-of-Way
Cubic Yard0110 (E)211-D001 30 Topsoil for Plant Pits, Contractor Furnished
Ton0120 213-C001 3 Superphosphate
Thousand Gallon0130 219-A001 300 Watering [$20.00]
Acre0140 220-A001 2 Insect Pest Control [$30.00]
Acre0145 223-A001 16 Mowing [$50.00]
Thousand0150 232-A002 1 Fertilizer for Woody Plant Material, Tablet, 21 gram
Pounds0160 (S)602-A001 4,625 Reinforcing Steel
Linear Feet0170 (S)603-CA002 632 18" Reinforced Concrete Pipe, Class III
Linear Feet0180 (S)603-CA005 472 36" Reinforced Concrete Pipe, Class III
Each0190 (S)603-CB001 4 18" Reinforced Concrete End Section
Linear Feet0200 (S)603-CE002 742 29" x 18" Concrete Arch Pipe, Class A III
Linear Feet0210 (S)603-CE004 104 44" x 27" Concrete Arch Pipe, Class A III
Each0220 (S)603-CF002 3 29" x 18" Concrete Arch Pipe End Section
Each0230 (S)603-CF004 1 44" x 27" Concrete Arch Pipe End Section
Pounds0240 604-B001 7,842 Gratings
Linear Feet0250 607-B009 950 72" Type I Chain Link Fence, Class I
Square Yard0260 (S)608-A001 1,400 Concrete Sidewalk, Without Reinforcement
Linear Feet0270 (S)609-D006 5,566 Combination Concrete Curb and Gutter Type 1 Modified
Linear Feet0280 (S)609-D007 176 Combination Concrete Curb and Gutter Type 2 Modified
Square Yard0290 (S)616-A001 170 Concrete Median and/or Island Pavement, 4-inch
Linear Feet0300 619-A1001 2,700 Temporary Traffic Stripe, Continuous White
Linear Feet0310 619-A2001 2,700 Temporary Traffic Stripe, Continuous Yellow
Lump Sum0320 620-A001 1 Mobilization
(Date Printed 07/19/16) (Addendum No. 1)
Line No. Item Code Adj Code Quantity Units Description [Fixed Unit Price]
Section 905
CLAIBORNE
SP-0303-00(012)/107179301
Proposal (Sheet 2 - 2)
Linear Feet0330 625-E001 15,576 Detail Traffic Stripe
Square Feet0340 625-F001 242 Legend
Each0350 627-J001 24 Two-Way Clear Reflective High Performance Raised Markers
Linear Feet0355 625-F002 4,002 Legend
Each0360 627-K001 50 Red-Clear Reflective High Performance Raised Markers
Each0370 627-L001 108 Two-Way Yellow Reflective High Performance Raised Markers
Square Feet0380 630-A001 51 Standard Roadside Signs, Sheet Aluminum, 0.080" Thickness
Square Feet0390 630-A002 75 Standard Roadside Signs, Sheet Aluminum, 0.125" Thickness
Square Feet0400 630-B001 376 Interstate Directional Signs, Bolted Extruded Aluminum Panels, GroundMounted
Square Feet0405 630-B001 376 Interstate Directional Signs, Bolted Extruded Aluminum Panels, GroundMounted
Linear Feet0410 630-C004 390 Steel U-Section Posts, 3.0 to 3.5 lb/ft
Linear Feet0420 630-D003 309 Structural Steel Beams, W6 x 9
Pounds0430 630-E001 314 Structural Steel Angles & Bars, 3" x 3" x 1/4" Angles
Linear Feet0440 682-A009 1,359 Underground Branch Circuit, AWG 10, 3 Conductor
Linear Feet0450 682-A016 200 Underground Branch Circuit, AWG 2, 4 Conductor
Linear Feet0460 682-A031 1,303 Underground Branch Circuit, AWG 6, 3 Conductor
Linear Feet0470 682-A036 7,242 Underground Branch Circuit, AWG 8, 3 Conductor
Linear Feet0480 682-B018 30 Underground Branch Circuit, Jacked or Bored, AWG 2, 4 Conductor
Linear Feet0490 682-B036 285 Underground Branch Circuit, Jacked or Bored, AWG 8, 3 Conductor
Each0500 682-D001 3 Underground Pull Box
Each0510 682-F001 2 Secondary Power Controllers
Cubic Yard0520 684-A003 18 Pole Foundation, 24" Diameter
Cubic Yard0530 684-A007 107 Pole Foundation, 30" Diameter
Square Feet0540 (S)809-A005 4,000 Modular Block Retaining Wall System
Square Yard0550 907-216-B001 15,000 Solid Sodding, Centipede
Acre0560 907-225-A001 4 Grassing
Ton0570 907-225-B001 2 Agricultural Limestone
Ton0580 907-225-C001 8 Mulch, Vegetative Mulch
Acre0585 907-226-A001 4 Temporary Grassing
Square Yard0590 907-228-A002 300 Erosion Control Blanket, Type II
Each0600 907-230-B002 19 Tree Planting, Bald Cypress
Each0610 907-230-B022 18 Tree Planting, Drake Elm
Each0620 907-230-B026 18 Tree Planting, Nutall Oak
(Date Printed 07/19/16) (Addendum No. 1)
Line No. Item Code Adj Code Quantity Units Description [Fixed Unit Price]
Section 905
CLAIBORNE
SP-0303-00(012)/107179301
Proposal (Sheet 2 - 3)
Each0630 907-230-B034 11 Tree Planting, Tulip Poplar
Each0640 907-230-B047 17 Tree Planting, Live Oak
Each0650 907-230-B069 19 Tree Planting, Red Maple
Each0660 907-230-B101 28 Tree Planting, Chaste Tree
Cubic Yard0670 907-233-A001 15 Tree Bark Mulch, Type III
Cubic Yard0680 907-233-A002 25 Tree Bark Mulch, Type V
Linear Feet0690 907-234-C002 8,000 Super Silt Fence
Linear Feet0700 907-237-A003 600 Wattles, 20"
Square Yard0710 907-240-A001 660 Interlocking Flexible Block Erosion Control System
Each0720 907-246-B002 500 Rockbags
Ton0730 907-249-A001 300 Riprap for Erosion Control
Linear Feet0740 907-258-PP006 330 Handrail
Each0750 907-258-PP026 10 Car Stop
Each0760 907-282-PP003 130 Slow Release Irrigation Bag, Per Plans
Ton0770 (GT)907-304-B002 2,400 Granular Material, Class 5, Group D
Ton0780 (BA1)907-403-A017 3,000 9.5-mm, ST, Asphalt Pavement
Ton0790 (BA1)907-403-A018 2,900 12.5-mm, ST, Asphalt Pavement
Ton0800 (BA1)907-403-A019 4,300 19-mm, ST, Asphalt Pavement
Square Yard0810 907-406-A001 300 Cold Milling of Bituminous Pavement, All Depths
Gallon0820 (A2)907-407-A001 1,000 Asphalt for Tack Coat
Square Yard0830 (C)907-501-A002 7,000 6" Reinforced Cement Concrete Pavement, Broom Finish
Cubic Yard0840 (S)907-601-B003 71 Class "B" Structural Concrete, Minor Structures
Each0850 907-607-PP005 1 Gate, Barrier Fence, Per Plans Type 1
Each0860 907-607-PP005 1 Gate, Barrier Fence, Per Plans Type 2
Each0870 907-607-PP014 4 Masonry Column, Per Plans
Lump Sum0880 907-618-A001 1 Maintenance of Traffic
Linear Feet0890 907-625-E002 453 Detail Traffic Stripe, Blue-ADA
Square Feet0900 907-625-F003 62 Legend, Blue-ADA
Linear Feet0910 907-626-B003 1,574 6" Thermoplastic Traffic Stripe, Continuous White
Linear Feet0920 907-626-C008 2,553 6" Thermoplastic Edge Stripe, Continuous White
Linear Feet0930 907-626-E003 4,994 6" Thermoplastic Traffic Stripe, Continuous Yellow
Linear Feet0940 907-626-G004 658 Thermoplastic Detail Stripe, White
Linear Feet0950 907-626-G005 2,155 Thermoplastic Detail Stripe, Yellow
Linear Feet0960 907-626-H004 661 Thermoplastic Legend, White
(Date Printed 07/19/16) (Addendum No. 1)
Line No. Item Code Adj Code Quantity Units Description [Fixed Unit Price]
Section 905
CLAIBORNE
SP-0303-00(012)/107179301
Proposal (Sheet 2 - 4)
Square Feet0970 907-626-H005 340 Thermoplastic Legend, White
Each0980 907-683-B020 8 Lighting Assembly, Low Mast, LED, Type 40-4-0-220
Each0990 907-683-B021 35 Lighting Assembly, Low Mast, LED, Type 40-1-10-220
Each1000 907-683-B022 20 Lighting Assembly, Low Mast, LED, Type 15-1-0-90
Lump Sum1010 907-699-A002 1 Roadway Construction Stakes
Cubic Yard1020 (S)907-815-F002 100 Sediment Control Stone
Ton1030 (GT)907-304-F002 8,820 Size 610 Crushed Stone Base
ALTERNATE GROUP AA NUMBER 1
Ton1040 (GT)907-304-F003 8,820 3/4" and Down Crushed Stone Base
ALTERNATE GROUP AA NUMBER 2
Ton1050 (GT)907-304-F004 8,820 Size 825B Crushed Stone Base
ALTERNATE GROUP AA NUMBER 3
Add Option 1 Items
Square Yard1060 202-B078 20 Removal of Pavement, All Types and Depths
Linear Feet1070 202-B094 20 Removal of Curb &/or Curb and Gutter, All Types
Each1080 647-A003 2 Pullbox, Type 4
Linear Feet1090 668-A016 4,213 Traffic Signal Conduit, Underground, Type 4, 1"
Linear Feet1100 668-A018 1,540 Traffic Signal Conduit, Underground, Type 4, 2"
Linear Feet1110 682-A016 4,110 Underground Branch Circuit, AWG 2, 4 Conductor
Each1120 682-D001 1 Underground Pull Box
Each1130 907-258-G001 1 Travel Trailer Sewage Dump Station
Linear Feet1140 (S)907-262-A003 4,300 6" PVC Pipe, C-900, Class 100
Pounds1150 907-265-C002 5,500 Ductile Iron Fittings
Each1160 907-265-D003 13 6" Gate Valve and Value Box
Each1170 907-265-F001 2 Fire Hydrant Assembly
Each1180 907-265-J004 66 Water Service Connections
Linear Feet1190 (S)907-265-L001 2,300 1" Diameter Water Service Line
Each1200 907-265-O005 1 6"x6" Tapping Sleeve & 6" Valve
Each1210 907-282-PP001 66 Water Meter Box, Per Plans
Each1220 907-682-J001 66 RV Campground Electrical Pedestal
Each1230 907-682-PP003 10 Secondary Power Controllers, Per Plans
(Date Printed 07/19/16) (Addendum No. 1)
DATEREVISIONSBY
AP
PR
OV
ED
:
MIS
SISS
IPPI
DEP
ARTM
ENT
OF T
RANS
PORT
ATIO
N
EQ
UA
TIO
NS
EX
CE
PT
ION
S
LE
NG
TH
DA
TA
LE
NG
TH
OF
RO
AD
WA
Y
LE
NG
TH
OF
BR
IDG
ES
LE
NG
TH
OF
PR
OJE
CT
(N
ET
)
LE
NG
TH
OF
PR
OJE
CT
(G
RO
SS
)
LE
NG
TH
OF
EX
CE
PT
ION
S
FT
.
FT
.
FT
.
MI.
MI.
MI.
MI.
MI.
1
1
ST
AT
ES
HE
ET
NO
.
SC
AL
ES
ST
AT
E O
F M
ISS
ISS
IPP
I
PL
AN
AN
D P
RO
FIL
E O
F P
RO
PO
SE
D
ST
AT
E H
IGH
WA
Y
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
DE
SIG
N C
ON
TR
OL
AD
T (
) =
:
A
DT
(
)
=
DH
V =
: D
=
%
T
= %
MP
H =
V (
SP
EE
D D
ES
IGN
)
NO
TE
IND
ICA
TE
S A
PP
RO
XIM
AT
E
LO
CA
TIO
N O
F P
RO
JE
CT
.
PA
SC
AG
OU
LA
GU
LF
PO
RT
LU
CE
DA
LE
HA
TT
IES
BU
RG
LA
UR
EL
MC
CO
MB
BR
OO
KH
AV
EN
PO
RT
GIB
SO
N
NA
TC
HE
Z
VIC
KS
BU
RG
FO
RE
ST
MERIDIA
N
YA
ZO
O
CIT
Y
KOSCIU
SKO
WE
ST
PO
INT
CO
LU
MB
US
GREEN
WO
OD
INDI
ANOLA
GREEN
VIL
LE
GR
EN
AD
A
HO
US
TO
N
OX
FO
RD
BATESVILLE
HO
LL
Y
SP
RIN
GS
NE
W
AL
BA
NY
TUPELO
FULTON
CORINTH
AB
ER
DE
EN
JAC
KS
ON
ROADWAY DESIGN DIVISIONMISSISSIPPI DEPARTMENT OF TRANSPORTATION
TITLE
7/6/201614:05:29 title.dgn
NA
TIO
NW
IDE
#14
NA
TIO
NW
IDE
(O
TH
ER
)*
GE
NE
RA
L*
IND
IVID
UA
L (
40
4)*
WE
TL
AN
DS
AN
D W
AT
ER
S P
ER
MIT
S
WA
TE
RS
WE
TL
AN
DS
* A
CQ
UIS
ITIO
N O
F P
ER
MIT
S F
OR
TE
MP
OR
AR
Y I
MP
AC
TS
DU
RIN
G
CO
NS
TR
UC
TIO
N A
RE
TH
E R
ES
PO
NS
IBIL
ITY
OF
TH
E C
ON
TR
AC
TO
R
AP
PR
OV
ED
BY
:
ST
OR
MW
AT
ER
PE
RM
IT
Y
NO
ST
OR
MW
AT
ER
PE
RM
IT R
EQ
UIR
ED
(<
1 A
CR
E)
Y S N
RE
QU
IRE
D, C
NO
I S
UB
MIT
TE
D B
Y M
DO
T
RE
QU
IRE
D, S
CN
OI
TO
BE
SU
BM
ITT
ED
BY
(NE
CE
SS
AR
Y F
OR
UL
TIM
AT
E I
MP
RO
VE
ME
NT
S O
NL
Y):
(AP
PR
OX
. M
IDD
LE
OF
PR
OJE
CT
)
ST
AT
E M
AP
(DIS
TU
RB
ED
AR
EA
=5
AC
RE
S)
CO
NT
RA
CT
OR
(1 T
O 4
.99 A
CR
ES
)
GE
NE
RA
L I
ND
EX
PR
OJE
CT
TH
ISIN
CL
UD
ED
SH
EE
TW
ITH
BE
GIN
9001
8001
7001
6001
5001
4001
3001
2001
10011
CR
OS
S S
EC
TIO
NS
. . . . . . . . . . . . .
BR
IDG
E . . . . . . . . . . . . . . . . . . . . . .
BR
IDG
E S
TA
ND
AR
D D
WG
S . . . . .
RO
AD
WA
Y S
TA
ND
AR
D D
WG
S .
.
(RE
SE
RV
ED
) .
. .
. .
. .
. .
. .
. .
. .
. .
. .
LIG
HT
ING
. . . . . . . . . . . . . . . . . . . .
ITS
CO
MP
ON
EN
TS
. .
. .
. .
. .
. .
. .
.
TR
AF
FIC
SIG
NA
LS
. . . . . . . . . . . . .
PE
RM
AN
EN
T S
IGN
S .
. .
. .
. .
. .
. .
RO
AD
WA
Y .
. .
. .
. .
. .
. .
. .
. .
. .
. .
.
MIS
SIS
SIP
PI
PR
OJE
CT
NU
MB
ER
P S
& E
DA
TE
:
DE
PU
TY
EX
EC
UT
IVE
DIR
EC
TO
R /
CH
IEF
EN
GIN
EE
R
EX
EC
UT
IVE
DIR
EC
TO
R
CLARKSDA
LE
NO
NE
NO
NE
LO
CA
TIO
NS
PR
OJE
CT
GP
S C
ON
TR
OL
NO
TE
S
HO
RIZ
ON
TA
L D
AT
UM
:M
S
HO
RIZ
ON
TA
L M
ON
UM
EN
TN
OR
TH
(US
SU
RV
EY
FE
ET
)V
ER
TIC
AL
DA
TU
M:
VE
RT
ICA
L M
ON
UM
EN
TE
LE
VA
TIO
N
CO
NV
ER
SIO
N V
AL
UE
S
PR
OJE
CT
AV
ER
AG
E
GR
OU
ND
TO
GR
ID (
CO
MB
INE
D)
FA
CT
OR
GR
ID T
O G
EO
DE
TIC
AZ
IMU
TH
AL
L A
ZIM
UT
HS
AN
D D
IST
AN
CE
S A
RE
GR
ID V
AL
UE
S,
US
SU
RV
EY
FE
ET
EA
ST
WE
ST
ZO
NE
NA
D 8
3 (
2011)
(US
SU
RV
EY
FE
ET
)
(EP
OC
H 2
01
0.0
0)
TA
LL
UL
AH
CO
RS
AR
P L
AN
OR
TH
69
3,7
48
.88
3,6
87,3
09.4
8
NA
VD
88 (
GE
IOD
12B
)
TA
LL
UL
AH
CO
RS
AR
PG
EO
ID H
EIG
HT
=-8
6.8
60
1
EL
LIP
HE
IGH
T=
24
.31
1
@ C
ON
TR
OL
PO
INT
2
1.0
00
01
22
33
CO
NT
RO
L S
TA
TE
ME
NT
CH
EC
K O
N T
HE
HO
RIZ
ON
TA
L P
OS
ITIO
NS
.
BE
TW
EE
N E
AC
H C
ON
TR
OL
PO
INT
AS
A S
EC
ON
DA
RY
CO
NV
EN
TIO
NA
L H
OR
IZO
NT
AL
ME
AS
UR
EM
EN
TS
WE
RE
MA
DE
SE
CO
ND
AR
Y C
HE
CK
ON
TH
E E
LE
VA
TIO
NS
. F
INA
LL
Y,
WA
S P
ER
FO
RM
ED
BE
TW
EE
N E
AC
H C
ON
TR
OL
PO
INT
AS
A
AR
P" P
OS
T-P
RO
CE
SS
ED
RE
SU
LT
S.
CO
NV
EN
TIO
NA
L L
EV
EL
ING
TH
E F
INA
L V
AL
UE
S W
ER
E B
AS
ED
ON
"T
AL
LU
LA
H C
OR
S
EA
CH
WE
RE
CO
MP
AR
ED
AN
D D
ET
ER
MIN
ED
SA
TIS
FA
CT
OR
Y.
SU
BM
ITT
ED
TO
OP
US
FO
R C
OM
PA
RIS
ON
. T
HE
VA
LU
ES
OF
CE
NT
ER
SO
FT
WA
RE
, A
S W
EL
L A
S, E
AC
H D
AT
A S
ET
WA
S
WE
RE
PO
ST
-PR
OC
ES
SE
D U
TIL
IZIN
G T
RIM
BL
E B
US
INE
SS
TH
RO
UG
H 4
EX
CE
ED
ED
TW
O H
OU
RS
. T
HE
SE
DA
TA
SE
TS
ST
AT
IC G
PS
OB
SE
RV
AT
ION
S A
T C
ON
TR
OL
PO
INT
S 1
DO
WN
LO
AD
ED
FR
OM
TH
E "
TA
LL
UL
AH
CO
RS
AR
P" S
TA
TIO
N.
WE
RE
ES
TA
BL
ISH
ED
FR
OM
UT
ILIZ
ING
ST
AT
IC G
PS
DA
TA
,
TH
E C
OO
RD
INA
TE
VA
LU
ES
FO
R T
HE
PR
OJE
CT
CO
NT
RO
L
FM
S C
ON
ST
. 107179 /
301000
P.E
.
SP
-03
03
-00
(01
2)
1
07
17
9 /
10
10
00
ST
AT
E P
RO
JE
CT
NO
. S
P-0
303-0
0(0
12)
{{
1 I
N.=
20 F
T.
PL
AN
1 I
N.=
30 F
T.
1 I
N.=
20 F
T.
VE
RT
.P
RO
FIL
EH
OR
.
1 I
N.=
5 F
T.
INT
ER
SE
CT
ION
GE
OM
ET
RIC
1 I
N.=
30 F
T.
GR
AD
ING
1 I
N.=
40 F
T.
OT
HE
RS
SP
-0303-0
0(0
12)
CLAIBORNE
CLAIB
ORNE
JEFFERSON
6,074
1.150
1.150
ST
RU
CT
UR
AL
EL
EC
TR
ICA
LR
OA
DW
AY
& S
ITE
55 2
01
6800
20
36
140
PE
RM
ITS
AC
QU
IRE
D B
Y M
DO
T
CL
AIB
OR
NE
CO
UN
TY
1.4
0 M
ILE
S S
OU
TH
OF
ST
AT
E H
IGH
WA
Y 5
52 A
ND
RU
SS
UM
WE
ST
SID
E R
OA
DS
TA
TE
HIG
HW
AY
55
2
2-1
1-1
6NN
NN
NN
NN
60
10
12
00
SP
-0303-0
0(0
12)
CL
AIB
OR
NE
CO
UN
TY
1
1
1 6/24/16ME REV. HEADING & FOOTING
jdavis
New Stamp
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
DATEREVISIONBY
WO
RK
ING
NU
MB
ER
SH
EE
T N
UM
BE
RF
ILE
NA
ME
:
DE
SIG
N T
EA
MC
HE
CK
ED
DA
TE
2
D
I-1
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
ROADWAY DESIGN DIVISIONMISSISSIPPI DEPARTMENT OF TRANSPORTATION
PLAN
PR
OJE
CT
NO
. S
P-0
30
3-0
0(0
12
)
CO
UN
TY
: C
LA
IB
OR
NE
7/12/201615:30:17di.dgn
DE
TA
IL
ED
IN
DE
X
DI.
DG
N
RE
VIS
ION
S
DA
TE
SH
EE
T N
O.
BY
Solutions you can build upon
SP
-0303-0
0(0
12)
FM
S C
ON
. # 1
07179/3
01000
NE
EL
-SC
HA
FF
ER
FM
S C
ON
: 107179-301000
RO
AD
WA
Y &
SIT
EE
LE
CT
RIC
AL
ST
RU
CT
UR
AL
NEMTRAPED
TOF
TR
ANSPO
RTATION I
PP
IS
SI
SS
M
I
GC
02
/11
/16
PS
& E
PL
AN
S-D
AT
E:
02
/11
/16
37
GR
-5G
RA
DIN
G P
LA
N -
RV
PA
RK
ING
DE
TE
NT
ION
PO
ND
36
GR
-4G
RA
DIN
G P
LA
N -
CA
R P
AR
KIN
G L
OT
DE
TE
NT
ION
PO
ND
(E
AS
T)
35
GR
-3G
RA
DIN
G P
LA
N -
CA
R P
AR
KIN
G L
OT
DE
TE
NT
ION
PO
ND
(W
ES
T)
34
GR
-2G
RA
DIN
G P
LA
N -
RV
PA
RK
ING
LO
T
33
GR
-1G
RA
DIN
G P
LA
N -
CA
R P
AR
KIN
G L
OT
32
WK
-16
GE
OM
ET
RIC
PL
AN
- R
V P
AR
KIN
G L
OT
AC
CE
SS
RO
AD
- S
TA
. 0+
00 T
O S
TA
. 21+
00
31
WK
-15
GE
OM
ET
RIC
PL
AN
- C
AR
PA
RK
ING
LO
T &
CA
R P
AR
KIN
G L
OT
PA
RK
ING
LO
T L
AY
OU
T P
LA
NS
( 7
)
30
WK
-14
RV
PA
RK
IN
G L
OO
P R
OA
D -
ST
A.
10
+2
0 T
O S
TA
. 1
4+
40
29
WK
-13
RV
PA
RK
IN
G L
OO
P R
OA
D -
ST
A.
6+
00
TO
ST
A.
10
+2
0
28
WK
-12
RV
PA
RK
IN
G L
OO
P R
OA
D -
ST
A. 0+
00 T
O S
TA
. 6+
00
27
WK
-11
RV
PA
RK
IN
G A
CC
ES
S R
OA
D -
ST
A.
6+
00
TO
ST
A.
9+
70
26
WK
-10
RV
PA
RK
IN
G A
CC
ES
S R
OA
D -
ST
A.
02
+3
4.5
0 T
O S
TA
. 6
+0
0
25
WK
-9C
AR
PA
RK
IN
G A
CC
ES
S R
OA
D -
ST
A.
0+
00
TO
ST
A.
4+
00
24
WK
-8C
AR
PA
RK
IN
G A
CC
ES
S R
OA
D -
ST
A.
19
+0
0 T
O S
TA
. 2
5+
00
23
WK
-7C
AR
PA
RK
IN
G A
CC
ES
S R
OA
D -
ST
A.
14
+0
0 T
O S
TA
. 1
9+
00
22
WK
-6C
AR
PA
RK
IN
G A
CC
ES
S R
OA
D -
ST
A. 10+
00 T
O S
TA
. 14+
00
21
WK
-5S
TA
TE
HIG
HW
AY
552 -
ST
A. 134+
00 T
O S
TA
. 137+
50
20
WK
-4S
TA
TE
HIG
HW
A 5
52
- S
TA
. 1
28
+0
0 T
O S
TA
. 1
34
+0
0
19
WK
-3S
TA
TE
HIG
HW
AY
55
2 -
ST
A.
12
2+
00
TO
ST
A.
12
8+
00
PL
AN
& P
RO
FIL
E S
HE
ET
S (
12
)
18
PL
-2
SU
RV
EY
CO
NT
RO
L P
LA
N
17
PL
-1
PR
OJE
CT
LIM
ITS
PR
OJE
CT
LIM
IT
S (
2 )
16
EQ
-4
SIG
N Q
UA
NT
ITIE
S
15
EQ
-3
DR
AIN
AG
E Q
UA
NT
ITIE
S
14
EQ
-2
CU
RB
& G
UT
TE
R A
ND
RE
MO
VA
L Q
UA
NT
ITIE
S
13
EQ
-1
ST
RIP
ING
& E
RO
SIO
N C
ON
TR
OL
QU
AN
TIT
IES
12
SQ
-3
SU
MM
AR
Y O
F Q
UA
NT
ITIE
S
11
SQ
-2
SU
MM
AR
Y O
F Q
UA
NT
ITIE
S
10
SQ
-1
SU
MM
AR
Y O
F Q
UA
NT
ITIE
S
QU
AN
TIT
Y S
HE
ET
( 7
)
& C
AR
PA
RK
ING
LO
T
9T
S-5
TY
PIC
AL
SE
CT
IO
NS
- C
AR
PA
RK
IN
G L
OT
AC
CE
SS
RO
AD
- S
TA
. 22+
65 T
O S
TA
. 25+
00
& S
TA
. 1
8+
25
TO
ST
A.
22
+6
5
8T
S-4
TY
PIC
AL
SE
CT
IO
NS
- C
AR
PA
RK
IN
G L
OT
AC
CE
SS
RO
AD
- S
TA
. 1
4+
25
TO
ST
A.
18
+2
5
& S
TA
. 11+
80 T
O S
TA
. 14+
25
7T
S-3
TY
PIC
AL
SE
CT
IO
NS
- C
AR
PA
RK
IN
G L
OT
AC
CE
SS
RO
AD
- S
TA
. 10+
15 T
O S
TA
. 11+
80
& A
CC
ES
S R
OA
D -
ST
A. 2+
30 T
O S
TA
. 9+
70
6T
S-2
TY
PIC
AL
SE
CT
IO
NS
- R
V P
AR
KIN
G L
OT
LO
OP
RO
AD
- S
TA
. 0
+0
0 T
O S
TA
. 1
3+
98
5T
S-1
TY
PIC
AL
SE
CT
IO
NS
- S
TA
TE
HIG
HW
AY
55
2 S
TA
. 1
24
+0
0 T
O S
TA
. 1
38
+5
5
TY
PIC
AL
SE
CT
IO
N S
HE
ET
S (
5 )
4G
N-1
GE
NE
RA
L N
OT
ES
3D
I-2
DE
TA
ILE
D I
ND
EX
2D
I-1
DE
TA
ILE
D I
ND
EX
DE
TA
ILE
D I
ND
EX
& G
EN
ER
AL
NO
TE
( 3
)
1T
IT
LE
SH
EE
T (
1 )
SH
. N
O.
W
KG
. N
O.
D
ES
CR
IPT
ION
OF
SH
EE
T
73
EC
P-3
ER
OS
ION
CO
NT
RO
L P
LA
N -
RV
PA
RK
ING
LO
T
& C
AR
PA
RK
ING
LO
T
72
EC
P-2
ER
OS
ION
CO
NT
RO
L P
LA
N -
CA
R P
AR
KIN
G L
OT
AC
CE
SS
RO
AD
ST
A.
10
+0
0 T
O S
TA
. 2
1+
00
& C
AR
PA
RK
IN
G L
OT
AC
CE
SS
RO
AD
- S
TA
. 2
1+
00
TO
ST
A.
25
+4
7
71
EC
P-1
ER
OS
IO
N C
ON
TR
OL
PL
AN
- S
TA
TE
HIG
HW
AY
552 -
ST
A. 123+
00 T
O S
TA
. 141+
40
70
SD
TC
P-1
0H
IGH
WA
Y S
IGN
AN
D B
AR
RIC
AD
E D
ET
AIL
S F
OR
CO
NS
TR
UC
TIO
N P
RO
JE
CT
S
69
VS
-1
VE
GE
TA
TIO
N S
CH
ED
UL
E (
SO
LID
SO
DD
ING
)
68
LS
-3
LA
ND
SC
AP
ING
PL
AN
- L
AN
DS
CA
PIN
G D
ET
AIL
S,
QU
AN
TIT
IES
, &
VE
GE
TA
TIO
N S
CH
ED
UL
E
67
LS
-2
LA
ND
SC
AP
ING
PL
AN
- R
V P
AR
KIN
G L
OT
& C
AR
PA
RK
ING
LO
T
66
LS
-1
LA
ND
SC
AP
IN
G P
LA
N -
CA
R P
AR
KIN
G L
OT
AC
CE
SS
RO
AD
- S
TA
. 10+
00 T
O S
TA
. 25+
25
65
CR
PM
SR
-22-L
AN
E, 2-W
AY
- 2
-WA
Y C
LE
AR
RA
ISE
D P
AV
EM
EN
T M
AR
KE
RS
PL
AC
ED
ON
SID
E R
OA
DS
64
PM
D-4
PA
VE
ME
NT
MA
RK
ING
S -
RV
PA
RK
ING
LO
T A
CC
ES
S R
OA
D,
AL
CO
RN
CIR
CL
E &
AL
CO
RN
LA
NE
63
PM
D-3
PA
VE
ME
NT
MA
RK
ING
S -
CA
R P
AR
KIN
G L
OT
IS
LA
ND
S
& C
AR
PA
RK
ING
LO
T
62
PM
D-2
PA
VE
ME
NT
MA
RK
ING
S -
CA
R P
AR
KIN
G L
OT
AC
CE
SS
RO
AD
- S
TA
. 10+
00 T
O S
TA
. 23+
50
& C
AR
PA
RK
IN
G L
OT
AC
CE
SS
RO
AD
- S
TA
. 2
3+
75
TO
ST
A.
25
+2
5
61
PM
D-1
PA
VE
ME
NT
MA
RK
ING
S -
ST
AT
E H
IGH
WA
Y 5
52
- S
TA
. 1
19
+5
0 T
O S
TA
. 1
41
+5
6.6
6
60
TC
P-S
CT
RA
FF
IC C
ON
TR
OL
DE
TA
ILS
- D
RU
M P
LA
CE
ME
NT
AN
D S
HO
UL
DE
R C
LO
SU
RE
59
TC
-4
TR
AF
FIC
CO
NT
RO
L -
RV
PA
RK
ING
LO
T A
CC
ES
S R
OA
D
58
TC
-3
TR
AF
FIC
CO
NT
RO
L -
CA
R P
AR
KIN
G L
OT
AC
CE
SS
RO
AD
& C
AR
PA
RK
ING
LO
T
57
TC
-2
TR
AF
FIC
CO
NT
RO
L -
ST
AT
E H
IG
HW
AY
552 -
ST
A. 119+
50 T
O S
TA
. 141+
56.6
6
56
TC
-1
TR
AF
FIC
CO
NT
RO
L -
ST
AT
E H
IG
HW
AY
55
2 -
ST
A.
68
+7
5 T
O S
TA
. 9
2+
61
55
CS
-1
CO
NS
TR
UC
TIO
N S
IGN
PL
AN
54
SD
CC
R-4
CU
RB
RA
MP
S -
DE
TE
CT
AB
LE
WA
RN
ING
DE
TA
ILS
53
SD
CC
R-3
CU
RB
RA
MP
S -
PL
AC
EM
EN
T D
ET
AIL
S
52
SD
CC
R-2
CU
RB
RA
MP
S -
PL
AC
EM
EN
T D
ET
AIL
S
51
SD
CC
R-1
CU
RB
RA
MP
S -
RA
MP
DE
SIG
N E
LE
ME
NT
S
50
SD
S-1
1R
V P
AR
KIN
G L
OT
DE
TA
ILS
- R
V P
AD
JO
INT
LA
YO
UT
& F
OU
ND
AT
ION
DE
TA
ILS
49
SD
S-1
0S
EW
ER
DE
TA
ILS
- S
EW
ER
DU
MP
ING
ST
AT
ION
DE
TA
IL
48
SD
S-9
DR
AIN
AG
E D
ET
AIL
S -
CU
RB
CU
T W
/ P
AV
ED
FL
UM
E D
ET
AIL
47
SD
S-8
DR
AIN
AG
E D
ET
AIL
S -
DR
OP
IN
LE
T
46
SD
S-7
DR
AIN
AG
E D
ET
AIL
S -
CU
RB
IN
LE
T
SID
EW
AL
K,
RA
MP
, &
CU
RB
DE
TA
ILS
45
SD
S-6
MIS
CE
LL
AN
EO
US
DE
TA
ILS
- P
AR
KIN
G L
OT
ST
RIP
ING
, P
AV
EM
EN
T,
44
SD
S-5
CA
R P
AR
KIN
G L
OT
DE
TA
ILS
- A
CC
ES
S R
OA
D G
AT
E D
ET
AIL
(T
YP
E 2
)
43
SD
S-4
CA
R P
AR
KIN
G L
OT
DE
TA
ILS
- A
CC
ES
S R
OA
D G
AT
E D
ET
AIL
(T
YP
E 1
)
42
SD
S-3
CA
R P
AR
KIN
G L
OT
DE
TA
ILS
- A
CC
ES
S R
OA
D G
AT
E G
EN
ER
AL
NO
TE
S
41
SD
S-2
RV
PA
RK
ING
LO
T D
ET
AIL
S -
TY
PIC
AL
RV
PA
D G
RA
DIN
G
40
SD
S-1
RV
PA
RK
ING
LO
T D
ET
AIL
S -
TY
PIC
AL
RV
PA
D L
AY
OU
T
SP
EC
IA
L D
ES
IG
N S
HE
ET
S (
59 )
39
ID
-2
CA
R P
AR
KIN
G L
OT
AC
CE
SS
RO
AD
AT
CA
MP
US
RO
AD
38
ID
-1
CA
R P
AR
KIN
G L
OT
AC
CE
SS
RO
AD
AT
HIG
HW
AY
55
2
INT
ER
SE
CT
ION
DE
TA
IL S
HE
ET
S (
2 )
SH
. N
O.
W
KG
. N
O.
D
ES
CR
IPT
ION
OF
SH
EE
T
1
1 1
1 1
6/24/16ME1 REV STA. NUMBERS, SHEET TOTALS, DATES
1
7/6/16
ME
TIT
LE
/DI-1
&2
/SQ
-1
,2,&
3/
TS
-1,2
,3,4
,5/E
Q-1,2
,3,4
/
WK
-3,4
,5,6
,8,1
1/S
DS
-2/
TC
-4/T
CP
-S
C/T
CP
-14-16
DT
-1
/DT
-1
A/E
CD
-1
3-1
5/
FE
-1A
/GT
-1/S
DS
E-2g/S
SF
-1
FE
-1A
/GT
-1/S
DS
E-2g/S
SF
-1
1 1 1
1 11
jdavis
New Stamp
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
DATEREVISIONBY
WO
RK
ING
NU
MB
ER
SH
EE
T N
UM
BE
RF
ILE
NA
ME
:
DE
SIG
N T
EA
MC
HE
CK
ED
DA
TE
3
D
I-2
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
ROADWAY DESIGN DIVISIONMISSISSIPPI DEPARTMENT OF TRANSPORTATION
PLAN
PR
OJE
CT
NO
. S
P-0
30
3-0
0(0
12
)
CO
UN
TY
: C
LA
IB
OR
NE
7/12/201615:30:37di.dgn
DE
TA
IL
ED
IN
DE
X
DI.
DG
N
SP
-0303-0
0(0
12)
FM
S C
ON
: 107179-301000
NS
I
RO
AD
WA
Y &
SIT
EE
LE
CT
RIC
AL
ST
RU
CT
UR
AL
NEMTRAPED
TOF
TR
ANSPO
RTATION I
PP
IS
SI
SS
M
I
GC
02
/11
/16
1 6/24/16REV STA. NUMBERS, SHEET TOTALS, DATESME
DA
TE
12
-1
-9
9
3-1
-0
2
3-1
-0
2
TO
TA
L S
HE
ET
S (
14
0 )
90
10
XS
-10
CR
OS
S S
EC
TIO
NS
- C
AR
PA
RK
IN
G L
OT
AC
CE
SS
RO
AD
- S
TA
. 2
2+
50
.00
TO
ST
A.
25
+9
3.9
92
90
09
XS
-9
CR
OS
S S
EC
TIO
NS
- C
AR
PA
RK
IN
G L
OT
AC
CE
SS
RO
AD
- S
TA
. 19+
50.0
0 T
O S
TA
. 22+
00.0
0
90
08
XS
-8
CR
OS
S S
EC
TIO
NS
- C
AR
PA
RK
IN
G L
OT
AC
CE
SS
RO
AD
- S
TA
. 1
6+
50
.00
TO
ST
A.
19
+0
0.0
0
90
07
XS
-7
CR
OS
S S
EC
TIO
NS
- C
AR
PA
RK
IN
G L
OT
AC
CE
SS
RO
AD
- S
TA
. 1
3+
50
.00
TO
ST
A.
16
+0
0.0
0
90
06
XS
-6
CR
OS
S S
EC
TIO
NS
- C
AR
PA
RK
IN
G L
OT
AC
CE
SS
RO
AD
- S
TA
. 10+
50.0
0 T
O S
TA
. 13+
00.0
0
90
05
XS
-5
CR
OS
S S
EC
TIO
NS
- H
IG
HW
AY
55
2 -
ST
A.
13
7+
00
.00
TO
ST
A.
13
8+
61
.00
90
04
XS
-4
CR
OS
S S
EC
TIO
NS
- H
IG
HW
AY
552 -
ST
A. 134+
00.0
0 T
O S
TA
. 136+
50.0
0
90
03
XS
-3
CR
OS
S S
EC
TIO
NS
- H
IG
HW
AY
55
2 -
ST
A.
13
0+
00
.00
TO
ST
A.
13
3+
50
.00
90
02
XS
-2
CR
OS
S S
EC
TIO
NS
- H
IG
HW
AY
55
2 -
ST
A.
12
6+
50
.00
TO
ST
A.
12
9+
50
.00
90
01
XS
-1
CR
OS
S S
EC
TIO
NS
- H
IG
HW
AY
55
2 -
ST
A.
12
3+
98
.00
TO
ST
A.
12
6+
00
.00
CR
OS
S S
EC
TIO
NS
( 1
0 )
62
72
GT
-1
TY
PIC
AL
GR
AD
ING
TR
AN
SIT
ION
BE
TW
EE
N C
UT
S A
ND
FIL
LS
63
29
FE
-1A
FL
AR
ED
EN
D S
EC
TIO
N F
OR
CO
NC
RE
TE
AR
CH
PIP
E
63
28
FE
-1
FL
AR
ED
EN
D S
EC
TIO
N F
OR
CO
NC
RE
TE
PIP
E
63
00
PI-1
PIP
E C
UL
VE
RT
IN
ST
AL
LA
TIO
N
62
91
PF
-1
DE
TA
ILS
OF
PA
VE
D F
LU
ME
S
6264
TC
P-1
5D
IVID
ED
HIG
HW
AY
S
TE
MP
OR
AR
Y S
TR
IPIN
G F
OR
TR
AF
FIC
CO
NT
RO
L 2
-LA
NE
AN
D 4
-LA
NE
6263
TC
P-1
4T
RA
FF
IC C
ON
TR
OL
PL
AN
UN
EV
EN
PA
VE
ME
NT
DE
TA
ILS
TO
ST
EE
L B
EA
MS
(E
XT
RU
DE
D A
LU
MIN
UM
PA
NE
LS
)
62
32
SN
-7
SIG
N F
AC
E C
ON
ST
. A
ND
AT
TA
CH
ME
NT
OF
GR
OU
ND
MO
UN
TE
D D
IRE
CT
ION
AL
SIG
NS
62
30
SN
-6A
BR
EA
KA
WA
Y S
IGN
SU
PP
OR
TS
62
29
SN
-6
BR
EA
KA
WA
Y S
IGN
SU
PP
OR
TS
62
25
SN
-4
ST
AN
DA
RD
RO
AD
SID
E S
IGN
AS
SE
MB
LY
AN
D I
NS
TA
LL
AT
ION
62
23
SN
-3A
ST
AN
DA
RD
RO
AD
SID
E S
IGN
S
61
62
CL
-1
FE
NC
E:
CH
AIN
LIN
K F
EN
CE
CL
AS
S I
61
25
PM
-6
PA
VE
ME
NT
MA
RK
ING
LE
GE
ND
DE
TA
ILS
61
20
PM
-1
PA
VE
ME
NT
MA
RK
ING
DE
TA
ILS
FO
R 2
& 4
-LA
NE
DIV
IDE
D H
IGH
WA
YS
ST
AN
DA
RD
DR
AW
ING
S (
15
)
SH
. N
O.
WK
G.
NO
.
DE
SC
RIP
TIO
N O
F S
HE
ET
1 1 1 1 1 1 1
1 1 1 11 1
40
15
FO
-1
FIB
ER
OP
TIC
DE
TA
ILS
- P
UL
LB
OX
AN
D C
ON
DU
IT T
RE
NC
HIN
G D
ET
AIL
S
40
14
ED
-2
EL
EC
TR
ICA
L D
ET
AIL
S -
LIG
HT
ING
SP
C-P
P S
CH
EM
AT
ICS
40
13
ED
-1
EL
EC
TR
ICA
L D
ET
AIL
S -
RV
PA
RK
ING
LO
T -
PO
WE
R P
ED
ES
TA
L &
PO
WE
R P
AN
EL
40
12
LD
-4
LIG
HT
ING
DE
TA
ILS
- F
OU
ND
AT
ION
DE
TA
ILS
CA
BL
E T
RE
NC
HIN
G, &
UN
DE
RG
RO
UN
D P
UL
L B
OX
40
11
LD
-3
LIG
HT
ING
DE
TA
ILS
- S
CH
EM
AT
IC O
F L
IGH
TIN
G C
ON
TR
OL
LE
R, S
EC
ON
DA
RY
PO
WE
R C
ON
TR
OL
LE
R,
40
10
LD
-2
LIG
HT
ING
DE
TA
ILS
- T
YP
E "
B" F
IXT
UR
E &
BR
EA
KA
WA
Y B
AS
E
40
09
LD
-1
LIG
HT
ING
DE
TA
ILS
- T
YP
E "
A" &
"C
" F
IXT
UR
ES
40
08
E-2
EL
EC
TR
ICA
L P
AN
EL
SC
HE
DU
LE
S -
RV
PA
RK
ING
LO
T S
PC
-PP
F -
J S
CH
ED
UL
ES
40
07
E-1
EL
EC
TR
ICA
L P
AN
EL
SC
HE
DU
LE
S -
RV
PA
RK
ING
LO
T S
PC
-PP
A -
E S
CH
ED
UL
ES
40
06
LP
-4
LIG
HT
ING
& E
LE
CT
RIC
AL
PL
AN
- R
V P
AR
KIN
G L
OT
& C
AR
PA
RK
ING
LO
T
40
05
LP
-3
LIG
HT
IN
G P
LA
N -
CA
R P
AR
KIN
G L
OT
AC
CE
SS
RO
AD
- S
TA
. 1
0+
00
TO
ST
A.
23
+5
0
& C
AR
PA
RK
IN
G L
OT
AC
CE
SS
RO
AD
- S
TA
. 23+
50 T
O S
TA
. 25+
25
40
04
LP
-2
LIG
HT
IN
G P
LA
N -
HIG
HW
AY
55
2 -
ST
A.
12
1+
00
TO
ST
A.
14
1+
50
40
03
LP
-1
LIG
HT
IN
G P
LA
N -
HIG
HW
AY
55
2 -
ST
A.
75
+2
6.3
6 (
EX
T.
-9
4.0
0) T
O S
TA
. 8
7+
25
40
02
LQ
-1
ES
TIM
AT
ED
QU
AN
TIT
IES
- L
IGH
TIN
G,
RV
PA
RK
, C
OM
MU
NIC
AT
ION
S,
AN
D P
RIM
AR
Y P
OW
ER
LIG
HT
ING
GE
NE
RA
L N
OT
ES
, A
BB
RE
VIA
TIO
NS
, &
LE
GE
ND
S
40
01
LN
-1
NO
TE
S,
AB
BR
EV
IAT
ION
S,
& L
EG
EN
DS
-
LIG
HT
ING
& E
LE
CT
RIC
AL
PL
AN
SH
EE
TS
( 1
5 )
10
02
PS
P-2
PE
RM
AN
EN
T S
IGN
PL
AN
- D
IRE
CT
ION
AL
SIG
NIN
G D
ET
AIL
S
10
01
PS
P-1
PE
RM
AN
EN
T S
IGN
PL
AN
PE
RM
AN
EN
T S
IGN
ING
PL
AN
SH
EE
TS
( 2
)
91
UD
-2U
TIL
ITY
DE
TA
ILS
90
UD
-1U
TIL
ITY
DE
TA
ILS
89
UP
-2
UT
ILIT
Y P
LA
N -
RV
PA
RK
ING
LO
T
88
UP
-1
UT
ILIT
Y P
LA
N -
RV
PA
RK
ING
LO
T
87_C
SD
SE
-2G
SU
PE
RE
LE
VA
TIO
N T
RA
NS
ITIO
N R
OT
AT
ION
AB
OU
T C
EN
TE
RL
INE
87
_B
DT
-1A
DIT
CH
TR
EA
TM
EN
T I
NS
TA
LL
AT
ION
DE
TA
IL F
OR
SO
IL R
EIN
FO
RC
ING
MA
T
87
_A
DT
-1
DE
TA
ILS
OF
TY
PIC
AL
DIT
CH
TR
EA
TM
EN
TS
87
TE
C-3
TY
PIC
AL
TE
MP
OR
AR
Y E
RO
SIO
N C
ON
TR
OL
ME
AS
UR
ES
(T
YP
E B
SIL
T B
AS
IN)
86
_A
TE
C-C
2D
OW
NS
TR
EA
M O
F R
OA
DW
AY
WIT
H B
AF
FL
E)
TY
PIC
AL
TE
MP
OR
AR
Y E
RO
SIO
N C
ON
TR
OL
ME
AS
UR
ES
(T
YP
E "
C2
" S
ILT
BA
SIN
86
EC
D-1
6S
TA
BIL
IZE
D C
ON
ST
RU
CT
ION
EN
TR
AN
CE
85
_C
EC
D-1
5IN
LE
T P
RO
TE
CT
ION
DE
TA
ILS
OF
SA
ND
BA
G
85_B
EC
D-1
4IN
LE
T P
RO
TE
CT
ION
DE
TA
ILS
OF
MA
NU
FA
CT
UR
ED
IN
LE
T P
RO
TE
CT
ION
DE
VIC
E
85
_A
EC
D-1
3IN
LE
T P
RO
TE
CT
ION
DE
TA
ILS
FO
R W
AT
TL
ES
85
EC
D-1
2IN
LE
T P
RO
TE
CT
ION
DE
TA
ILS
FO
R W
AT
TL
ES
84
EC
D-1
1IN
LE
T P
RO
TE
CT
ION
DE
TA
ILS
FO
R C
OA
RS
E A
GG
RE
GA
TE
ON
GR
AD
ES
& S
AG
S
83
EC
D-1
0IN
LE
T P
RO
TE
CT
ION
TY
PIC
AL
AP
PL
ICA
TIO
N A
ND
DE
TA
ILS
82
EC
D-9
RO
CK
DIT
CH
CH
EC
K W
ITH
SU
MP
EX
CA
VA
TIO
N
81
EC
D-8
RO
CK
DIT
CH
CH
EC
K
80
EC
D-6
DE
TA
ILS
OF
ER
OS
ION
CO
NT
RO
L W
AT
TL
E D
ITC
H C
HE
CK
SIL
T F
EN
CE
& H
AY
BA
LE
DIT
CH
CH
EC
KS
79
EC
D-5
TE
MP
OR
AR
Y E
RO
SIO
N,
SE
DIM
EN
T &
WA
TE
R P
OL
LU
TIO
N C
ON
TR
OL
ME
AS
UR
ES
,
78
EC
D-4
DIT
CH
CH
EC
K S
TR
UC
TU
RE
S, T
YP
ICA
L A
PP
LIC
AT
ION
S A
ND
DE
TA
ILS
77
SS
F-1
SU
PE
R S
ILT
FE
NC
E
76
EC
D-2
DE
TA
ILS
OF
SE
DIM
EN
T B
AR
RIE
R A
PP
LIC
AT
ION
S
75
EC
D-1
TY
PIC
AL
TE
MP
OR
AR
Y E
RO
SIO
N/S
ED
IME
NT
CO
NT
RO
L A
PP
LIC
AT
ION
S
74
EC
-1
ER
OS
ION
CO
NT
RO
L
SP
EC
IAL
DE
SIG
N S
HE
ET
S (
CO
NT
INU
ED
)
SH
. N
O.
W
KG
. N
O.
D
ES
CR
IPT
ION
OF
SH
EE
T
1
jdavis
New Stamp
GE
NE
RA
L N
OT
ES
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
DATEREVISIONBY
WO
RK
ING
NU
MB
ER
SH
EE
T N
UM
BE
RF
ILE
NA
ME
:
DE
SIG
N T
EA
MC
HE
CK
ED
DA
TE
4
GN
-1
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
ROADWAY DESIGN DIVISIONMISSISSIPPI DEPARTMENT OF TRANSPORTATION
PLAN
PR
OJE
CT
NO
. S
P-0
30
3-0
0(0
12
)
CO
UN
TY
: C
LA
IB
OR
NE
7/12/201615:20:43gn.dgn
SP
-0303-0
0(0
12)
GE
NE
RA
L N
OT
ES
GN
.DG
N
FM
S C
ON
: 107179-301000
SP
EC
IFIC
AT
ION
S F
OR
RE
TA
ININ
G W
AL
L A
T T
HE
PR
E-C
ON
ST
RU
CT
ION
CO
NF
ER
EN
CE
FO
R A
PP
RO
VA
L B
Y M
DO
T.
SE
LE
CT
FIL
L M
AT
ER
IAL
S I
N C
ON
TR
OL
LE
D L
IFT
S A
S D
IRE
CT
ED
BY
TH
E E
NG
INE
ER
. C
ON
TR
AC
TO
R S
HA
LL
SU
BM
IT P
LA
NS
AN
D
BE
PR
OO
F R
OL
LE
D. A
NY
SO
FT
SO
ILS
EN
CO
UN
TE
RE
D S
HA
LL
BE
RE
ME
DIA
TE
D W
ITH
UN
DE
RC
UT
TIN
G A
ND
BA
CK
FIL
LIN
G U
SIN
G C
OM
PA
CT
ED
AN
TIC
IPA
TE
D S
HA
LL
OW
FO
UN
DA
TIO
N B
EA
RIN
G E
LE
VA
TIO
NS
FO
R A
LL
BE
AR
ING
PA
DS
(L
EV
EL
ING
PA
DS
), T
HE
FO
UN
DA
TIO
NA
L S
OIL
S S
HA
LL
SO
UT
HE
AS
T E
ND
OF
TH
E R
V P
AR
KIN
G L
OT
: I
T S
HO
UL
D B
E N
OT
ED
TH
AT
IF
LO
OS
E O
R S
OF
T S
OIL
S A
RE
EN
CO
UN
TE
RE
D N
EA
R
CO
NS
TR
UC
TIO
N 2
00
4 E
DIT
ION
SE
CT
ION
80
9-R
ET
AIN
ING
WA
LL
S)
NE
AR
TH
E N
OR
TH
EA
ST
CO
RN
ER
OF
TH
E C
AR
PA
RK
ING
LO
T A
ND
NE
AR
TH
E
RE
TA
ININ
G W
AL
LS
(C
ON
TR
AC
TO
R D
ES
IGN
ED
IN
AC
CO
RD
AN
CE
WIT
H M
ISS
ISS
IPP
I S
TA
ND
AR
D S
PE
CIF
ICA
TIO
NS
FO
R R
OA
D A
ND
BR
IDG
E
30
.
IT I
S T
HE
BID
DE
R'S
RE
SP
ON
SIB
ILIT
Y T
O C
HE
CK
AN
D S
EE
IF
AN
Y A
DD
EN
DA
HA
VE
BE
EN
PO
ST
ED
FO
R T
HIS
PR
OJE
CT
.
BID
DE
RS
AR
E A
DV
ISE
D T
HA
T H
AR
D C
OP
IES
OF
AN
Y A
DD
EN
DA
FO
R T
HIS
PR
OJE
CT
WIL
L N
OT
BE
MA
ILE
D.
AL
L A
DD
EN
DA
TO
TH
ES
E P
LA
NS
WIL
L B
E P
OS
TE
D T
O W
WW
.MD
OT
.MS
.GO
V U
ND
ER
TH
E P
RO
PO
SA
L A
DD
EN
DA
CO
LU
MN
.29.
RE
SP
ON
SIB
ILIT
Y T
O E
NS
UR
E A
LL
EL
EM
EN
TS
AR
E I
NT
ER
PR
ET
ED
CO
RR
EC
TL
Y R
EG
AR
DL
ES
S O
F C
OL
OR
.
TH
ES
E D
RA
WIN
GS
. A
LT
HO
UG
H T
HE
IN
TE
NT
IS
TO
CA
TE
GO
RIZ
E E
VE
RY
TH
ING
AS
EIT
HE
R E
XIS
TIN
G O
R P
RO
PO
SE
D,
IT I
S T
HE
EN
D U
SE
R'S
IF C
OL
OR
S A
RE
US
ED
ON
PL
AN
/PR
OF
ILE
SH
EE
TS
, T
HE
Y A
RE
IN
TE
ND
ED
TO
VIS
UA
LL
Y E
AS
E T
HE
LO
CA
TIO
N O
F E
LE
ME
NT
S F
OR
US
ER
S O
F
28.
PR
AC
TIC
AL
LO
CA
TIO
N I
ND
ICA
TE
D O
N T
HE
LIG
HT
ING
PL
AN
SH
EE
TS
.
AL
L P
OL
ES
, P
UL
L B
OX
ES
AN
D C
ON
TR
OL
LE
RS
SH
AL
L B
E F
IEL
D L
OC
AT
ED
BY
TH
E E
NG
INE
ER
AN
D T
HE
CO
NT
RA
CT
OR
AT
TH
E N
EA
RE
ST
27.
OT
HE
R I
TE
MS
OF
WO
RK
.
AL
L I
TE
MS
OF
WO
RK
AS
SO
CIA
TE
D W
ITH
TH
E I
NS
TA
LL
AT
ION
AN
D M
AIN
TE
NA
NC
E O
F C
ON
ST
RU
CT
ION
EN
TR
AN
CE
S S
HA
LL
BE
AB
SO
RB
ED
IN
2
6.
AB
SO
RB
ED
). (
RE
F.
WK
G.
NO
. T
EC
-2 F
OR
DE
TA
ILS
)
TY
PE
"A
" M
ED
IAN
SIL
T B
AS
INS
MA
Y B
E R
EQ
UIR
ED
UP
ST
RE
AM
OF
EA
CH
IN
LE
T L
OC
AT
ED
WIT
HIN
TH
E C
ON
ST
RU
CT
ION
AR
EA
(C
OS
T
25.
CO
NS
IDE
RE
D A
SE
PA
RA
TE
PA
Y I
TE
M. C
OS
T T
O B
E A
BS
OR
BE
D I
N O
TH
ER
IT
EM
S B
ID.
RE
MO
VA
L O
F R
AIS
ED
PA
VE
ME
NT
MA
RK
ER
S O
R P
AV
EM
EN
T M
AR
KIN
GS
TH
AT
AR
E I
N C
ON
FL
ICT
WIT
H R
EQ
UIR
ED
CO
NS
TR
UC
TIO
N A
RE
NO
T
24.
PA
VE
D A
PR
ON
S (
PA
-1)
RE
QU
IRE
D A
T A
LL
ME
DIA
N I
NL
ET
S.
23.
AL
L S
IZE
S O
F F
LA
RE
D E
ND
SE
CT
ION
S M
AY
BE
FU
RN
ISH
ED
WIT
H E
ITH
ER
BE
LL
AN
D S
PIG
OT
OR
TO
NG
UE
AN
D G
RO
OV
E J
OIN
TS
.22.
AP
PR
OV
AL
OF
TH
E P
RO
JE
CT
EN
GIN
EE
R.
TH
E C
ON
TR
AC
TO
R I
S R
ES
PO
NS
IBL
E F
OR
FIE
LD
VE
RIF
ICA
TIO
N O
F E
XIS
TIN
G G
RA
DE
S A
ND
MA
KIN
G A
DJU
ST
ME
NT
S A
S N
EC
ES
SA
RY
WIT
H T
HE
2
1.
TH
ES
E I
TE
MS
OF
WO
RK
SH
AL
L B
E M
AD
E U
ND
ER
TH
E A
PP
RO
PR
IAT
E P
AY
IT
EM
S.
TE
MP
OR
AR
Y E
RO
SIO
N C
ON
TR
OL
ME
AS
UR
ES
(S
ILT
FE
NC
E, D
ITC
H C
HE
CK
S, E
TC
.) W
HE
N A
ND
AS
DIR
EC
TE
D B
Y T
HE
EN
GIN
EE
R. P
AY
ME
NT
FO
R
IN O
RD
ER
TO
HO
LD
SIL
TA
TIO
N T
O A
MIN
IMU
M, IT
SH
AL
L B
E T
HE
RE
SP
ON
SIB
ILIT
Y O
F T
HE
CO
NT
RA
CT
OR
TO
IN
ST
AL
L A
ND
MA
INT
AIN
2
0.
TE
MP
OR
AR
Y S
TR
IPIN
G S
HA
LL
CO
NF
OR
M T
O F
INIS
HE
D S
TR
IPE
SP
EC
IFIC
AT
ION
S F
OR
AL
IGN
ME
NT
, N
EA
TN
ES
S,
AN
D S
TR
AIG
HT
NE
SS
.1
9.
MIN
IMU
M W
EIG
HT
OF
FIF
TE
EN
(15)
PO
UN
DS
. A
LL
CO
NE
S S
HA
LL
BE
AP
PR
OV
ED
BY
TH
E E
NG
INE
ER
PR
IOR
TO
US
E.
IN S
PE
ED
ZO
NE
S E
QU
AL
TO
OR
GR
EA
TE
R T
HA
N 4
5 M
PH
SH
AL
L B
E N
AR
RO
W P
RO
FIL
E W
ITH
A M
INIM
UM
HE
IGH
T O
F 2
8 I
NC
HE
S A
ND
A
CO
NE
S S
HA
LL
BE
NA
RR
OW
PR
OF
ILE
WIT
H A
MIN
IMU
M H
EIG
HT
OF
28 I
NC
HE
S A
ND
A M
INIM
UM
WE
IGH
T O
F T
EN
(10)
PO
UN
DS
. C
ON
ES
US
ED
1
8.
NEMTRAPED
TOF
TR
ANSPO
RTATION I
PP
IS
SI
SS
M
I
NE
EL
-SC
HA
FF
ER
GC
02/1
1/1
6
EN
GIN
EE
R P
RIO
R T
O U
SE
.
SP
AC
E C
HA
NN
EL
IZIN
G D
EV
ICE
S S
HA
LL
BE
FR
EE
ST
AN
DIN
G P
LA
ST
IC D
RU
MS
. A
LL
CH
AN
NE
LIZ
ING
DE
VIC
ES
SH
AL
L B
E A
PP
RO
VE
D B
Y T
HE
INC
HE
S A
ND
HA
VE
A B
AS
E W
ITH
A M
INIM
UM
WE
IGH
T O
F S
IXT
EE
N (
16
) P
OU
ND
S.
AL
L T
RA
NS
ITIO
N T
AP
ER
AN
D L
ON
GIT
UD
INA
L B
UF
FE
R
AL
L W
OR
K Z
ON
E C
HA
NN
EL
IZIN
G D
EV
ICE
S F
OR
OV
ER
NIG
HT
LA
NE
CL
OS
UR
ES
SH
AL
L B
E N
AR
RO
W P
RO
FIL
E W
ITH
A M
INIM
UM
HE
IGH
T O
F 4
8
17
.
TO
EW
AL
LS
AR
E R
EQ
UIR
ED
AT
AL
L F
LA
RE
D E
ND
SE
CT
ION
S.
16.
RIG
HT
-OF
-WA
Y".
TO
PS
OIL
SH
AL
L B
E D
RE
SS
ED
VE
RT
ICA
LL
Y W
ITH
A B
UL
LD
OZ
ER
OR
OT
HE
R T
RA
CK
ED
EQ
UIP
ME
NT
AT
TIM
E O
F P
LA
CE
ME
NT
.
,ST
OC
KP
ILIN
G A
ND
PL
AC
EM
EN
T O
F T
OP
SO
IL W
ILL
BE
PA
ID U
ND
ER
PA
Y I
TE
M 2
11
-A,
"T
OP
SO
IL F
OR
SL
OP
E T
RE
AT
ME
NT
, F
RO
M
EX
CA
VA
TIO
N A
ND
EM
BA
NK
ME
NT
CO
NS
TR
UC
TIO
N, A
LL
SL
OP
ES
SH
AL
L B
E U
NIF
OR
ML
Y P
LA
TE
D W
ITH
TH
E S
TO
CK
PIL
ED
TO
PS
OIL
. S
TR
IPP
ING
PR
IOR
TO
EX
CA
VA
TIO
N A
ND
EM
BA
NK
ME
NT
CO
NS
TR
UC
TIO
N,
AL
L T
OP
SO
IL S
HA
LL
BE
ST
RIP
PE
D A
ND
ST
OC
KP
ILE
D.
AF
TE
R C
OM
PL
ET
ION
OF
1
5.
PL
AN
PR
IOR
TO
SU
BM
ITT
ING
FO
R A
PP
RO
VA
L.
AN
Y A
DD
ITIO
NA
L E
RO
SIO
N C
ON
TR
OL
ME
AS
UR
ES
NO
T S
HO
WN
IN
TH
E P
LA
NS
MA
Y B
E I
NC
LU
DE
D I
N T
HE
CO
NT
RA
CT
OR
'S E
RO
SIO
N C
ON
TR
OL
CO
MM
EN
CE
ME
NT
OF
WO
RK
AN
D T
HE
CO
NT
RA
CT
OR
SH
AL
L I
NS
TA
LL
AN
D M
AIN
TA
IN T
HE
CO
MP
ON
EN
TS
OF
TH
E P
LA
N D
UR
ING
CO
NS
TR
UC
TIO
N.
CO
NS
TR
UC
TIO
N. T
HE
ER
OS
ION
CO
NT
RO
L P
LA
N H
AS
BE
EN
PR
OV
IDE
D A
T T
HE
PR
E-C
ON
ST
RU
CT
ION
CO
NF
ER
EN
CE
OR
PR
IOR
TO
CO
NT
RA
CT
OR
TO
IN
SU
RE
TH
AT
SIL
T D
OE
S N
OT
LE
AV
E T
HE
RIG
HT
OF
WA
Y O
R C
ON
TA
MIN
AT
E W
AT
ER
S O
F T
HE
U.
S.
DU
RIN
G
TH
E E
RO
SIO
N C
ON
TR
OL
DE
VIC
ES
RE
FE
RE
NC
ED
IN
TH
ES
E P
LA
NS
AR
E A
MIN
IMU
M R
EQ
UIR
EM
EN
T.
IT
IS
TH
E R
ES
PO
NS
IBIL
ITY
OF
TH
E
14
.
ON
TH
E P
LA
NS
TO
BE
BL
AC
K L
EG
EN
D A
ND
BO
RD
ER
ON
WH
ITE
BA
CK
GR
OU
ND
.
FL
UO
RE
SC
EN
T O
RA
NG
E S
HE
ET
ING
SH
AL
L B
E U
SE
D O
N A
LL
CO
NS
TR
UC
TIO
N A
ND
TR
AF
FIC
CO
NT
RO
L S
IGN
S E
XC
EP
T F
OR
TH
OS
E D
ES
IGN
AT
ED
1
3.
AL
L P
OS
T L
EN
GT
HS
FO
R S
IGN
S S
HA
LL
BE
VE
RIF
IED
IN
TH
E F
IEL
D P
RIO
R T
O F
AB
RIC
AT
ION
.1
2.
(
80
0) 3
68
-3
74
9E
NT
ER
GY
MIS
SIS
SIP
PI
(
601) 4
37-3611
S.W
. M
S. E
.P.A
.
(
800) 8
33-9225
CL
AIB
OR
NE
NA
TU
RA
L G
AS
CO
.
(
855) 6
37-9527
AT
&T
(
60
1) 8
77
-6
47
1S
EW
ER
- A
SU
FA
CIL
ITIE
S M
AN
AG
EM
EN
T
(6
01
) 8
77
-6
47
1W
AT
ER
- A
SU
FA
CIL
ITIE
S M
AN
AG
EM
EN
T
LIS
T O
F P
UB
LIC
UT
IL
IT
IE
S:
11
.
WIR
E F
EN
CE
BA
CK
ING
WIL
L B
E R
EQ
UIR
ED
FO
R A
LL
SIL
T F
EN
CE
(S
EE
WK
. N
O.
EC
D-3
)10.
IN A
DV
AN
CE
OF
CO
NS
TR
UC
TIO
N.
CO
NT
RA
CT
OR
MU
ST
CO
OR
DIN
AT
E D
IRE
CT
LY
WIT
H T
HE
IN
VO
LV
ED
UT
ILIT
Y O
WN
ER
S T
O H
AV
E U
ND
ER
GR
OU
ND
UT
ILIT
Y L
INE
S F
IEL
D L
OC
AT
ED
RIG
HT
-OF
-WA
Y.
TH
E E
NG
INE
ER
CA
N N
OT
AN
D D
OE
S N
OT
WA
RR
AN
T T
HA
T T
HIS
IN
FO
RM
AT
ION
IS
CO
MP
LE
TE
OR
AC
CU
RA
TE
. T
HE
EN
GIN
EE
R. P
ER
MIT
S A
RE
ON
FIL
E W
ITH
TH
E D
EP
AR
TM
EN
T S
HO
WIN
G T
HE
AP
PR
OX
IMA
TE
LO
CA
TIO
N O
F U
TIL
ITIE
S W
ITH
IN T
HE
UT
ILIT
IES
ON
TH
E D
RA
WIN
GS
AR
E S
HO
WN
IN
TH
EIR
OR
IGIN
AL
LO
CA
TIO
N B
AS
ED
UP
ON
TH
E B
ES
T I
NF
OR
MA
TIO
N A
VA
ILA
BL
E T
O T
HE
9
.
OF
WH
ICH
SH
AL
L B
E I
NC
LU
DE
D I
N O
TH
ER
IT
EM
S.
IN A
CC
OR
DA
NC
E W
ITH
SE
CT
ION
20
3 O
F T
HE
MIS
SIS
SIP
PI
ST
AN
DA
RD
SP
EC
IFIC
AT
ION
S F
OR
RO
AD
AN
D B
RID
GE
CO
NS
TR
UC
TIO
N.
TH
E C
OS
T
VO
IDS
CR
EA
TE
D B
Y T
HE
RE
MO
VA
L,
BU
T N
OT
LIM
ITE
D T
O,
PO
ST
S,
CO
NC
RE
TE
AN
CH
OR
S,
FO
OT
ING
S,
ET
C.
SH
AL
L B
E B
AC
KF
ILL
ED
AN
D T
AM
PE
D
8.
PL
UG
GE
D A
ND
CO
VE
RE
D W
ITH
TY
PE
V G
EO
TE
XT
ILE
FA
BR
IC,
TH
E C
OS
T O
F W
HIC
H S
HA
LL
BE
AB
SO
RB
ED
IN
OT
HE
R B
ID I
TE
MS
.
AL
L P
IPE
JO
INT
S A
RE
TO
BE
CO
MP
LE
TE
LY
WR
AP
PE
D I
N
24
-IN
CH
WID
E T
YP
E V
GE
OT
EX
TIL
E F
AB
RIC
. A
LL
PIC
KU
P H
OL
ES
SH
AL
L B
E
7.
CO
NT
RA
CT
IT
EM
S.
MA
TE
RIA
LS
AN
D L
AB
OR
, F
OR
DE
SIG
NIN
G,
DR
AW
ING
, A
ND
CO
NS
TR
UC
TIN
G T
HE
FA
CIL
ITY
, S
HA
LL
BE
IN
CL
UD
ED
IN
TH
E P
RIC
E B
ID F
OR
TO
PR
EV
EN
T A
FA
ILU
RE
FR
OM
OC
CU
RR
ING
DU
RIN
G E
XC
AV
AT
ION
. A
LL
CO
ST
S F
OR
AN
Y P
RO
TE
CT
IVE
ME
AS
UR
ES
, IN
CL
UD
ING
TH
E
TH
E C
ON
TR
AC
TO
R I
S R
ES
PO
NS
IBL
E F
OR
PR
OV
IDIN
G B
RA
CIN
G, S
HO
RIN
G, O
R A
NY
GR
OU
ND
SU
PP
OR
T S
YS
TE
M T
HA
T I
S D
EE
ME
D N
EC
ES
SA
RY
6.
RE
PL
AC
EM
EN
T O
R R
EP
AIR
OF
DA
MA
GE
D I
TE
MS
.
AS
DIR
EC
TE
D B
Y T
HE
EN
GIN
EE
R,
AN
Y S
TR
UC
TU
RE
S D
AM
AG
ED
DU
RIN
G T
HE
LIF
E O
F T
HE
CO
NT
RA
CT
. N
O P
AY
ME
NT
WIL
L B
E M
AD
E F
OR
UN
DE
RC
UT
DE
PT
H M
AY
BE
AD
JU
ST
ED
AT
CR
OS
S D
RA
INS
, A
S D
IRE
CT
ED
BY
TH
E E
NG
INE
ER
. T
HE
CO
NT
RA
CT
OR
SH
AL
L R
EP
LA
CE
OR
RE
PA
IR,
ET
C. F
RO
M D
AM
AG
E W
HIC
H M
IGH
T O
CC
UR
DU
RIN
G C
ON
ST
RU
CT
ION
. E
XT
RE
ME
CA
RE
SH
AL
L B
E E
XE
RC
ISE
D I
N U
ND
ER
CU
T A
RE
AS
AN
D T
HE
IT S
HA
LL
BE
TH
E R
ES
PO
NS
IBIL
ITY
OF
TH
E C
ON
TR
AC
TO
R T
O P
RO
TE
CT
EX
IST
ING
ST
RU
CT
UR
ES
SU
CH
AS
PIP
ES
, IN
LE
TS
, A
PR
ON
S, B
RID
GE
S,
5.
30%
SH
RIN
KA
GE
FA
CT
OR
US
ED
IN
TH
E E
AR
TH
WO
RK
CA
LC
UL
AT
ION
S I
S F
OR
DE
SIG
N E
ST
IMA
TIN
G P
UR
PO
SE
S O
NL
Y.
4.
AL
L P
LA
ST
IC D
RU
MS
SH
AL
L H
AV
E A
BA
LL
AS
TIN
G C
OL
LA
R M
AD
E F
RO
M R
EC
YC
LE
D T
RU
CK
TIR
ES
OR
OT
HE
R S
UIT
AB
LE
MA
TE
RIA
L.
3.
CO
NT
RO
L D
EV
ICE
S (
MU
TC
D)(
LA
TE
ST
ED
ITIO
N).
AL
L P
AV
EM
EN
T M
AR
KIN
GS
, A
ND
TE
MP
OR
AR
Y T
RA
FF
IC C
ON
TR
OL
DE
VIC
ES
AR
E T
O C
ON
FO
RM
TO
TH
E M
AN
UA
L O
N U
NIF
OR
M T
RA
FF
IC
2.
NE
CE
SS
AR
Y T
O F
IT F
IEL
D C
ON
DIT
ION
S.
TH
E L
OC
AT
ION
AN
D S
PA
CIN
G O
F S
IGN
S,
SH
OW
N O
N T
HE
TR
AF
FIC
CO
NT
RO
L P
LA
NS
, A
RE
AP
PR
OX
IMA
TE
AN
D M
AY
BE
AD
JU
ST
ED
AS
1.
1
1 7/12/16REVISED NOTE 4ME
jdavis
New Stamp
3
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
DATEREVISIONBY
WO
RK
ING
NU
MB
ER
SH
EE
T N
UM
BE
RF
ILE
NA
ME
:
DE
SIG
N T
EA
M
CH
EC
KE
DD
AT
E
TS
-1
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
ROADWAY DESIGN DIVISIONMISSISSIPPI DEPARTMENT OF TRANSPORTATION
PLAN
7/6/201614:01:20ts.dgn
TS
.DG
N
SP
-0303-0
0(0
12)
ST
A.
12
4+
00
TO
13
8+
55
LE
FT
TU
RN
LA
NE
HW
Y 5
52
WID
EN
ING
TY
PIC
AL
SE
CT
ION
5
TY
PIC
AL
SE
CT
ION
S
ST
A. 124+
00 T
O S
TA
. 138+
55
ST
AT
E H
IGH
WA
Y 5
52
NS
I
TR
AF
FIC
2%
3:1
4%
2%
2% SUBGRADE
8'-
0"
12
'-0
"
TR
AV
EL
LA
NE
{
TR
AV
EL
LA
NE
12
'-0
"
LE
FT
TU
RN
LA
NE
2%
4%
3:1
SH
LD
R.
8'-
0"
PA
VE
ME
NT
EX
IST
. A
SP
HA
LT
24'-
0"
12
4
5
32
4
5
2'-
0"
MIN
.
2'-
0"
MIN
.
2% SUBGRADE
21 3
6"
CR
US
HE
D S
TO
NE
BA
SE
4 5 6
GE
OT
EX
TIL
E F
AB
RIC
- T
YP
E V
(N
ON
-WO
VE
N)
7
TH
E V
EG
ET
AT
ION
SC
HE
DU
LE
. S
EE
WK
. S
H.
NO
. V
S-1
IND
ICA
TE
S A
RE
A T
O B
E T
RE
AT
ED
IN
AC
CO
RD
AN
CE
WIT
H
2.0
" A
SP
HA
LT
PA
VE
ME
NT
, S
T (
12
.5m
m M
IXT
UR
E)
(1@
2.0
") R
EQ
'D.
4.5
" A
SP
HA
LT
PA
VE
ME
NT
, S
T (
19
.0m
m M
IXT
UR
E)
(2@
2.2
5")
RE
Q'D
.
6
RT
12'
LT
12
'+/-
ST
A. 138+
55
LT
18
'S
TA
. 136+
76
RT
18'
LT
18
'S
TA
. 1
30
+1
0
RT
26'
LT
18
'S
TA
. 128+
56
RT
26'
LT
18
'S
TA
. 127+
20
RT
15
.5'
ST
A. 125+
70
RT
12'
LT
12
'S
TA
. 124+
00
ST
AT
ION
S &
OF
FS
ET
S
ED
GE
OF
PA
VE
ME
NT
TR
AN
SIT
ION
0'-
0" T
O 1
2'-
0"
7
12
PE
RM
ITT
ED
SAFETY
EDGE
NE
W C
ON
ST
RU
CT
ION
TR
AF
FIC
FM
S C
ON
: 1
07179-301000
PR
OJE
CT
NO
. S
P-0
30
3-0
0(0
12
)
CO
UN
TY
: C
LA
IB
OR
NE
SH
LD
R.
1
DE
TA
ILS
FO
R P
OL
E L
OC
AT
ION
S A
ND
SE
E L
IGH
TIN
G P
LA
N
1.5
" A
SP
HA
LT
PA
VE
ME
NT
, S
T (
9.5
mm
MIX
TU
RE
) (1
@1
.5")
RE
Q'D
.
14
" A
ND
VA
RIA
BL
E G
RA
NU
LA
R M
AT
ER
IAL
CL
AS
S 5
- G
RO
UP
D
EX
IST
ING
AS
PH
AL
T P
AV
EM
EN
T
7
OR
IGIN
AL
GR
OU
ND
LIN
EO
RIG
INA
L G
RO
UN
D L
INE
NEMTRAPED
TOF
TR
ANSPO
RTATION I
PP
IS
SI
SS
M
I
GC
02
/11
/16
44'-
0" t
o 5
6'-
0"
22
'-0
" t
o 2
6'-
0"
22'-
0" t
o 2
6'-
0"
1'
1'
14"
8U
NC
LA
SS
IFIE
D E
XC
AV
AT
ION
88
(NO
T A
PA
Y I
TE
M)
TO
P 2
LIF
TS
ON
LY
SA
FE
TY
ED
GE
RE
Q'D
SH
OU
LD
ER
AN
GL
E O
F R
EP
OS
E
30
° -
35
°
1
11
11
1
1
1
1
1
1 7/6/16REV. DIMENSIONS, STATIONS, LEGENDME
1
1
jdavis
New Stamp
ST
A.
8+
60
.00
TO
ST
A.
10
+0
0.0
0
LO
OP
RO
AD
- S
TA
. 4
+8
0.0
0 T
O S
TA
. 6
+8
0.0
0
RV
PA
RK
ING
LO
T
TY
PIC
AL
SE
CT
ION
ST
A.
10
+6
0.0
0 T
O S
TA
. 1
3+
98
.00
ST
A. 9+
00.0
0 T
O S
TA
. 10+
00.0
0,
LO
OP
RO
AD
- S
TA
. 0
+0
0.0
0 T
O S
TA
. 4
+8
0,
RV
PA
RK
ING
LO
T
TY
PIC
AL
SE
CT
ION
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
DATEREVISIONBY
WO
RK
ING
NU
MB
ER
SH
EE
T N
UM
BE
RF
ILE
NA
ME
:
DE
SIG
N T
EA
M
CH
EC
KE
DD
AT
E
TS
-2
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
ROADWAY DESIGN DIVISIONMISSISSIPPI DEPARTMENT OF TRANSPORTATION
PLAN
7/6/201614:01:43ts.dgn
TS
.DG
N
SP
-0303-0
0(0
12)
6
TY
PIC
AL
SE
CT
ION
S
ST
A. 2+
30.0
0 T
O S
TA
. 9+
70.0
0
AC
CE
SS
RO
AD
RV
PA
RK
ING
LO
T
TY
PIC
AL
SE
CT
ION
RO
AD
- S
TA
. 2+
30 T
O S
TA
. 9+
70
TO
ST
A. 1
3+
98
& A
CC
ES
SL
OO
P R
OA
D -
ST
A. 0+
00
RV
PA
RK
ING
LO
T
NS
I
2%
2%
2% SUBGRADE
43'-
0"
{
13
'-0
"
50
'-6
"
23
4
1
TR
AV
EL
LA
NE
RV
PA
D
5'-
0"
4:1
2%
4:1
5'-
0"
RV
PA
D
43'-
0"
50
'-6
"
OR
IGIN
AL
GR
OU
ND
LIN
E 11
.5"
AS
PH
AL
T P
AV
EM
EN
T,
ST
(9
.5m
m M
IXT
UR
E)
(1@
1.5
") R
EQ
'D.
6"
CR
US
HE
D S
TO
NE
BA
SE
GE
OT
EX
TIL
E F
AB
RIC
- T
YP
E V
(N
ON
-WO
VE
N)
2.5
" A
SP
HA
LT
PA
VE
ME
NT
, S
T (
19
.0m
m M
IXT
UR
E)
(1@
2.5
") R
EQ
'D.
2%
2%
2% SUBGRADE
43'-
0"
{
13
'-0
"
50
'-6
"
62
'-0
"
23
4
1
TR
AV
EL
LA
NE
RV
PA
D
5'-
0"
4:1
5'-
0"
4:1
11'-
6"
TR
AF
FIC
2%
2%
2% SUBGRADE
43'-
0"
{
13
'-0
"
50
'-6
"
62
'-0
"
23
4
1
TR
AV
EL
LA
NE
RV
PA
D
5'-
0"
4:1
5'-
0"
OR
IGIN
AL
GR
OU
ND
LIN
E
11
'-6
"
4:1
2%
2%
2% SUBGRADE
43'-
0"
{
13
'-0
"
50
'-6
"
23
4
1
TR
AV
EL
LA
NE
RV
PA
D
5'-
0"
2%
5'-
0"
RV
PA
D
43'-
0"
50
'-6
"
TR
AF
FIC
2%
2% SUBGRADE
OR
IGIN
AL
GR
OU
ND
LIN
E
FM
S C
ON
: 1
07179-301000
PR
OJE
CT
NO
. S
P-0
30
3-0
0(0
12
)
CO
UN
TY
: C
LA
IB
OR
NE
DE
TA
ILS
FO
R P
OL
E L
OC
AT
ION
S A
ND
SE
E L
IGH
TIN
G P
LA
N
DE
TA
ILS
FO
R P
OL
E L
OC
AT
ION
S A
ND
SE
E L
IGH
TIN
G P
LA
N
DITCH
TO DRAINAGE
DITCH
TO DRAINAGE
DITCH
TO DRAINAGE
TR
AF
FIC
TR
AF
FIC
1'-
0"
1'-
0"
101'-
0"
1'-
0"
SH
OU
LD
ER
2'-
0"
AN
D D
ET
AIL
S
FO
R P
OL
E L
OC
AT
ION
S
SE
E L
IGH
TIN
G P
LA
N
AN
D D
ET
AIL
S
FO
R P
OL
E L
OC
AT
ION
S
SE
E L
IGH
TIN
G P
LA
N
SH
OU
LD
ER
2'-
0"
1'-
0"
4:1
DITCH
TO DRAINAGE
1'-
0"
4:1
DITCH
TO DRAINAGE
1'-
0"
101'-
0"
NEMTRAPED
TOF
TR
ANSPO
RTATION I
PP
IS
SI
SS
M
I
GC
02
/11
/16
2 3 4
7
12
PE
RM
ITT
ED
SAFETY
EDGE
NE
W C
ON
ST
RU
CT
ION
ST
A.
10
+0
0.0
0 T
O S
TA
. 1
0+
60
.00
TO
ST
A. 8+
60.0
0
LO
OP
RO
AD
- S
TA
. 6
+8
0.0
0
RV
PA
RK
ING
LO
T
TY
PIC
AL
SE
CT
ION
(NO
T A
PA
Y I
TE
M)
TO
P 2
LIF
TS
ON
LY
SA
FE
TY
ED
GE
RE
Q'D
SH
OU
LD
ER
AN
GL
E O
F R
EP
OS
E
30
° -
35
°
SO
LID
SO
D I
N A
CC
OR
DA
NC
E W
ITH
SH
EE
T L
S-2
AL
L D
IST
UR
BE
D A
RE
AS
IN
RV
PA
RK
ING
LO
T T
O R
EC
EIV
E
5U
NC
LA
SS
IFIE
D E
XC
AV
AT
ION
55
5
1'
1'
10"
10"
10"
10"
SD
S-1
,2,&
11
)
DE
TA
IL T
YP
(S
HE
ET
SE
E R
V P
AD
SD
S-1
,2,&
11
)
(SH
EE
T
DE
TA
IL
TY
P
SE
E R
V P
AD
SD
S-1
,2,&
11
)
(SH
EE
T
DE
TA
IL
TY
P
SE
E R
V P
AD
SD
S-1
,2,&
11
)
(SH
EE
T
DE
TA
IL
TY
P
SE
E R
V P
AD
1
11
1
11
1
1
1
1
1
1
1
1
1
1
REV. DIMENSIONS, STATIONS, LEGENDME 7/6/161
jdavis
New Stamp
ST
A.
10
+6
0 T
O S
TA
. 1
1+
80
AC
CE
SS
RO
AD
CA
R P
AR
KIN
G L
OT
TY
PIC
AL
SE
CT
ION
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
DATEREVISIONBY
WO
RK
ING
NU
MB
ER
SH
EE
T N
UM
BE
RF
ILE
NA
ME
:
DE
SIG
N T
EA
M
CH
EC
KE
DD
AT
E
TS
-3
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
ROADWAY DESIGN DIVISIONMISSISSIPPI DEPARTMENT OF TRANSPORTATION
PLAN
7/6/201614:02:02ts.dgn
TS
.DG
N
SP
-0303-0
0(0
12)
CA
R P
AR
KIN
G L
OT
7
TY
PIC
AL
SE
CT
ION
S
ST
A.
10
+6
0 T
O S
TA
. 1
1+
80
& S
TA
. 11+
80 T
O S
TA
. 14+
25
AC
CE
SS
RO
AD
NS
I
3
TR
AF
FIC
4%
2%
2% SUBGRADE
2'-
0"
TR
AV
EL
LA
NE
{
12
'-0
"
TR
AV
EL
LA
NE
LE
FT
TU
RN
LA
NE
2%
12
4
5
32
4
5
1
2'-
0"
MIN
.
2% SUBGRADE
& G
UT
TE
R (
TY
PE
1 M
OD
.)
CO
MB
INA
TIO
N C
ON
CR
ET
E C
UR
B
4:1
4%
2'-
0"
2'-
0"
MIN
.
& G
UT
TE
R (
TY
PE
1 M
OD
.)
CO
MB
INA
TIO
N C
ON
CR
ET
E C
UR
B
4:1*
6'-
0" T
O 1
2'-
0"
6'-
0" T
O 1
2'-
0"
TR
AF
FIC
3
TR
AF
FIC
4%
2%
2% SUBGRADE
2'-
0"
TR
AV
EL
LA
NE
{
TR
AV
EL
LA
NE
2%
14
'-0
"1
4'-
0"
32'-
0"
12
4
5
32
41
2'-
0"
MIN
.
2% SUBGRADE
& G
UT
TE
R (
TY
PE
1 M
OD
.)
CO
MB
INA
TIO
N C
ON
CR
ET
E C
UR
B
4:1
4%
2'-
0"
2'-
0"
MIN
.
& G
UT
TE
R (
TY
PE
1 M
OD
.)
CO
MB
INA
TIO
N C
ON
CR
ET
E C
UR
B
4:1*
TR
AF
FIC
5
12
'-0
"1
2'-
0"
ST
A.
11
+8
0 T
O S
TA
. 1
4+
25
AC
CE
SS
RO
AD
CA
R P
AR
KIN
G L
OT
TY
PIC
AL
SE
CT
ION
* S
TA
. 1
0+
60
TO
ST
A 1
1+
80
SH
AL
L B
E C
ON
ST
RU
CT
ED
WIT
H 3
:1 S
ID
E S
LO
PE
S
* S
TA
. 11+
80 T
O S
TA
. 13+
40 S
HA
LL
BE
CO
NS
TR
UC
TE
D W
ITH
3:1
SID
E S
LO
PE
S
211
.5"
AS
PH
AL
T P
AV
EM
EN
T,
ST
(9
.5m
m M
IXT
UR
E)
(1@
1.5
") R
EQ
'D.
3
6"
CR
US
HE
D S
TO
NE
BA
SE
GE
OT
EX
TIL
E F
AB
RIC
- T
YP
E V
(N
ON
-WO
VE
N)
2.0
" A
SP
HA
LT
PA
VE
ME
NT
, S
T (
12
.5m
m M
IXT
UR
E)
(1@
2.0
") R
EQ
'D.
SU
PE
RE
LE
VA
TIO
N T
RA
NS
ITIO
NS
BO
TH
SID
ES
0.0
0%
SL
OP
ES
TA
. 2
4+
50
BO
TH
SID
ES
0.0
0%
SL
OP
ES
TA
. 2
4+
00
BO
TH
SID
ES
NO
RM
AL
CR
OW
NS
TA
. 2
3+
50
LE
FT
EO
PN
OR
MA
L C
RO
WN
ST
A. 2
2+
25
LE
FT
EO
PR
EV
ER
SE
CR
OW
NS
TA
. 2
1+
00
LE
FT
EO
PR
EV
ER
SE
CR
OW
NS
TA
. 1
4+
25
NO
RM
AL
CR
OW
NS
TA
. 1
3+
00
FM
S C
ON
: 1
07179-301000
PR
OJE
CT
NO
. S
P-0
30
3-0
0(0
12
)
CO
UN
TY
: C
LA
IB
OR
NE
DE
TA
ILS
FO
R P
OL
E L
OC
AT
ION
S A
ND
SE
E L
IGH
TIN
G P
LA
N
DE
TA
ILS
FO
R P
OL
E L
OC
AT
ION
S A
ND
SE
E L
IGH
TIN
G P
LA
N
OR
IGIN
AL
GR
OU
ND
LIN
EO
RIG
INA
L G
RO
UN
D L
INE
OR
IGIN
AL
GR
OU
ND
LIN
EO
RIG
INA
L G
RO
UN
D L
INE
NEMTRAPED
TOF
TR
ANSPO
RTATION I
PP
IS
SI
SS
M
I
4 5
2.5
" A
SP
HA
LT
PA
VE
ME
NT
, S
T (
19
.0m
m M
IXT
UR
E)
(1@
2.5
") R
EQ
'D.
TY
P.
1'-
0"
TY
P.
1'-
0"
GC
02
/11
/16
3' S
OL
ID S
OD
ST
RIP
BE
HIN
D B
AC
K O
F C
UR
B
66
66
6U
NC
LA
SS
IFIE
D E
XC
AV
AT
ION
12"
12"
11
1
132'-
0" T
O 4
4'0
"
14
'-0
" T
O 2
0'-
0"
14
'-0
" T
O 2
0'-
0"
11
11
1
1
11
1
REV. DIMENSIONS, STATIONS, LEGENDME 7/6/161
jdavis
New Stamp
ST
A. 14+
25 T
O S
TA
. 18+
25
AC
CE
SS
RO
AD
CA
R P
AR
KIN
G L
OT
TY
PIC
AL
SE
CT
ION
ST
A. 18+
25 T
O S
TA
. 22+
65
AC
CE
SS
RO
AD
CA
R P
AR
KIN
G L
OT
TY
PIC
AL
SE
CT
ION
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
DATEREVISIONBY
WO
RK
ING
NU
MB
ER
SH
EE
T N
UM
BE
RF
ILE
NA
ME
:
DE
SIG
N T
EA
M
CH
EC
KE
DD
AT
E
TS
-4
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
ROADWAY DESIGN DIVISIONMISSISSIPPI DEPARTMENT OF TRANSPORTATION
PLAN
7/6/201614:02:17ts.dgn
TS
.DG
N
SP
-0303-0
0(0
12)
CA
R P
AR
KIN
G L
OT
8
TY
PIC
AL
SE
CT
ION
S
& S
TA
. 18+
25 T
O S
TA
. 22+
65
ST
A.
14
+2
5 T
O S
TA
. 1
8+
25
AC
CE
SS
RO
AD
NS
I
2
TR
AF
FIC
4%
2'-
0"
TR
AV
EL
LA
NE
{
TR
AV
EL
LA
NE
2%
14
'-0
"1
4'-
0"
32'-
0"
14
5
24
1
2'-
0"
MIN
.
2% SUBGRADE
& G
UT
TE
R (
TY
PE
1 M
OD
.)
CO
MB
INA
TIO
N C
ON
CR
ET
E C
UR
B
4%
2'-
0"
2'-
0"
MIN
.
& G
UT
TE
R (
TY
PE
1 M
OD
.)
CO
MB
INA
TIO
N C
ON
CR
ET
E C
UR
B
TR
AF
FIC
5
12
'-0
"1
2'-
0"
2%
4:1
4:1
2
TR
AF
FIC
4%
2'-
0"
TR
AV
EL
LA
NE
{
TR
AV
EL
LA
NE
2%
20'-
0"
20'-
0"
44'-
0"
14
5
24
1
2'-
0"
MIN
.
2% SUBGRADE
4%
2'-
0"
2'-
0"
MIN
.
TR
AF
FIC
5
12
'-0
"1
2'-
0"
2%
4:1
4:1
& G
UT
TE
R (
TY
PE
1 M
OD
.)
CO
MB
INA
TIO
N C
ON
CR
ET
E C
UR
B
12
'-0
"
LE
FT
TU
RN
LA
NE
11
.5"
AS
PH
AL
T P
AV
EM
EN
T,
ST
(9
.5m
m M
IXT
UR
E)
(1@
1.5
") R
EQ
'D.
6"
CR
US
HE
D S
TO
NE
BA
SE
GE
OT
EX
TIL
E F
AB
RIC
- T
YP
E V
(N
ON
-WO
VE
N)
FM
S C
ON
: 1
07179-301000
PR
OJE
CT
NO
. S
P-0
30
3-0
0(0
12
)
CO
UN
TY
: C
LA
IB
OR
NE
DE
TA
ILS
FO
R P
OL
E L
OC
AT
ION
S A
ND
SE
E L
IGH
TIN
G P
LA
N
AN
D D
ET
AIL
S
FO
R P
OL
E L
OC
AT
ION
S
SE
E L
IGH
TIN
G P
LA
N
& G
UT
TE
R (
TY
PE
1 M
OD
.)
CO
MB
INA
TIO
N C
ON
CR
ET
E C
UR
B
OR
IGIN
AL
GR
OU
ND
LIN
E
OR
IGIN
AL
GR
OU
ND
LIN
E
OR
IGIN
AL
GR
OU
ND
LIN
E
OR
IGIN
AL
GR
OU
ND
LIN
E
NEMTRAPED
TOF
TR
ANSPO
RTATION I
PP
IS
SI
SS
M
I
2.5
" A
SP
HA
LT
PA
VE
ME
NT
, S
T (
19
.0m
m M
IXT
UR
E)
(1@
2.5
") R
EQ
'D.
GC
02
/11
/16
TY
P.
1'-
0"
TY
P.
1'-
0"
3' S
OL
ID S
OD
ST
RIP
BE
HIN
D B
AC
K O
F C
UR
B
3 4 5
2.0
" A
SP
HA
LT
PA
VE
ME
NT
, S
T (
12
.5m
m M
IXT
UR
E)
(1@
2.0
") R
EQ
'D.
2
33
33
6U
NC
LA
SS
IFIE
D E
XC
AV
AT
ION
12"
1
61
1
12"
1
REV. DIMENSIONS, STATIONS, LEGENDME 7/6/161
jdavis
New Stamp
ST
A.
22
+6
5 T
O S
TA
. 2
5+
00
AC
CE
SS
RO
AD
CA
R P
AR
KIN
G L
OT
TY
PIC
AL
SE
CT
ION
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
DATEREVISIONBY
WO
RK
ING
NU
MB
ER
SH
EE
T N
UM
BE
RF
ILE
NA
ME
:
DE
SIG
N T
EA
M
CH
EC
KE
DD
AT
E
TS
-5
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
ROADWAY DESIGN DIVISIONMISSISSIPPI DEPARTMENT OF TRANSPORTATION
PLAN
7/12/201608:42:49ts.dgn
TS
.DG
N
SP
-0303-0
0(0
12)
9
CA
R P
AR
KIN
G L
OT
TY
PIC
AL
SE
CT
ION
TY
PIC
AL
SE
CT
ION
S
NS
I
TR
AF
FIC
4%
2'-
0"
{
2%
32
41
2'-
0"
MIN
.
2% SUBGRADE
4%
2'-
0"
2'-
0"
MIN
.
TR
AF
FIC
5
16
'-6
"
4:1
OR
IGIN
AL
GR
OU
ND
LIN
E4:1
OR
IGIN
AL
GR
OU
ND
LIN
E
3
TR
AF
FIC
OR
IGIN
AL
GR
OU
ND
LIN
E
4%
2%
2% SUBGRADE
2'-
0"
TR
AV
EL
LA
NE
{
12
'-0
"
TR
AV
EL
LA
NE
LE
FT
TU
RN
LA
NE
2%
26
'-0
"2
6'-
0"
56
'-0
"
12
4
5
32
4
5
1
2'-
0"
MIN
.
2% SUBGRADE
& G
UT
TE
R (
TY
PE
1 M
OD
.)
CO
MB
INA
TIO
N C
ON
CR
ET
E C
UR
B
4%
2'-
0"
2'-
0"
MIN
.
4:1
TR
AF
FIC
5
32
41
2%
OR
IGIN
AL
GR
OU
ND
LIN
E
4:1
6'-
0"
6'-
0"
12
'-0
"1
2'-
0"
66
13
'-0
"1
8'-
0"
25
3'-
0"
122'-
6"
122'-
6"
13
'-0
"1
8'-
0"
13
'-0
"1
3'-
0"
TR
AF
FIC
TR
AF
FIC
18
'-0
"1
8'-
0"
13
'-0
"1
3'-
0"
18
'-0
"1
8'-
0"
13
'-0
"1
3'-
0"
16
'-6
"
1.5
%
211
.5"
AS
PH
AL
T P
AV
EM
EN
T,
ST
(9
.5m
m M
IXT
UR
E)
(1@
1.5
") R
EQ
'D.
3
6"
CR
US
HE
D S
TO
NE
BA
SE
4 5G
EO
TE
XT
ILE
FA
BR
IC -
TY
PE
V (
NO
N-W
OV
EN
)
2.0
" A
SP
HA
LT
PA
VE
ME
NT
, S
T (
12
.5m
m M
IXT
UR
E)
(1@
2.0
") R
EQ
'D.
FM
S C
ON
: 1
07179-301000
PR
OJE
CT
NO
. S
P-0
30
3-0
0(0
12
)
CO
UN
TY
: C
LA
IB
OR
NE
DE
TA
ILS
FO
R P
OL
E L
OC
AT
ION
S A
ND
SE
E L
IGH
TIN
G P
LA
N
DE
TA
ILS
FO
R P
OL
E L
OC
AT
ION
S A
ND
SE
E L
IGH
TIN
G P
LA
N
TR
AF
FIC
TR
AF
FIC
TR
AF
FIC
TR
AF
FIC
& G
UT
TE
R (
TY
PE
1 M
OD
.)
CO
MB
INA
TIO
N C
ON
CR
ET
E C
UR
B
& G
UT
TE
R (
TY
PE
1 M
OD
.)
CO
MB
INA
TIO
N C
ON
CR
ET
E C
UR
B
& G
UT
TE
R (
TY
PE
1 M
OD
.)
CO
MB
INA
TIO
N C
ON
CR
ET
E C
UR
B
BA
Y
PA
RK
ING
LA
NE
TR
AV
EL
LA
NE
TR
AV
EL
BA
Y
PA
RK
ING
BA
Y
PA
RK
ING
BA
Y
PA
RK
ING
BA
Y
PA
RK
ING
BA
Y
PA
RK
ING
BA
Y
PA
RK
ING
BA
Y
PA
RK
ING
LA
NE
TR
AV
EL
LA
NE
TR
AV
EL
LA
NE
TR
AV
EL
LA
NE
TR
AV
EL
LA
NE
TR
AV
EL
LA
NE
TR
AV
EL
7
NEMTRAPED
TOF
TR
ANSPO
RTATION I
PP
IS
SI
SS
M
I
2.5
" A
SP
HA
LT
PA
VE
ME
NT
, S
T (
19
.0m
m M
IXT
UR
E)
(1@
2.5
") R
EQ
'D.
7
64"
CO
NC
RE
TE
IS
LA
ND
PA
VE
ME
NT
10
'-0
"
85"
CO
NC
RE
TE
SID
EW
AL
K
8
TY
P.
1'-
0"
TY
P.
1'-
0"
GC
02
/11
/16
3' S
OL
ID S
OD
ST
RIP
BE
HIN
D B
AC
K O
F C
UR
B
CA
R P
AR
KIN
G L
OT
AC
CE
SS
RO
AD
- S
TA
. 22+
65 -
ST
A.
25+
00
& C
AR
PA
RK
ING
LO
T
12"
1
9U
NC
LA
SS
IFIE
D E
XC
AV
AT
ION
9
12"
1
NT
S
1
1
24"
B9 B
OR
RO
W
REV. DIMENSIONS, STATIONS, LEGENDME 7/6/161
1
jdavis
New Stamp
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
DATEREVISIONBY
WO
RK
ING
NU
MB
ER
SH
EE
T N
UM
BE
RF
ILE
NA
ME
:
DE
SIG
N T
EA
MC
HE
CK
ED
DA
TE
S
Q-1
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
ROADWAY DESIGN DIVISIONMISSISSIPPI DEPARTMENT OF TRANSPORTATION
PLAN
7/13/201615:41:02SQS.dgn
S
P-0
30
3-0
0(0
12
)
SU
MM
AR
Y O
F Q
UA
NT
ITIE
S
SQ
S.D
GN
10
NS
I
PR
OJE
CT
NO
. S
P-0
30
3-0
0(0
12
)
CO
UN
TY
: C
LA
IB
OR
NE
DEPARTME
NT O
F TR
ANSP
ORTATION
MIS
SIS
SIPPI
EN
GL
ISH
A 4
" T
HIC
KN
ES
S W
ITH
TH
E S
TO
CK
PIL
ED
TO
PS
OIL
AL
L S
LO
PE
S S
HA
LL
BE
UN
IFO
RM
LY
PL
AT
ED
TO
OF
EX
CA
VA
TIO
N A
ND
EM
BA
NK
ME
NT
CO
NS
TR
UC
TIO
N,
ST
RIP
PE
D A
ND
ST
OC
KP
ILE
D. A
FT
ER
CO
MP
LE
TIO
N
CO
NS
TR
UC
TIO
N,
AL
L T
OP
SO
IL S
HA
LL
BE
PR
IOR
TO
EX
CA
VA
TIO
N A
ND
EM
BA
NK
ME
NT
1
MIN
IMU
M P
.I. O
F (
3)
IS R
EQ
UIR
ED
.2
-OR
-
-OR
-
**
**
*A
LT
ER
NA
TE
CR
US
HE
D S
TO
NE
IT
EM
S*
**
**
1
2
**
**
*E
AR
TH
WO
RK
AN
D E
RO
SIO
N C
ON
TR
OL
IT
EM
S*
**
**
INC
LU
DE
S A
20
% I
NC
RE
AS
E F
RO
M C
AL
CU
LA
TE
D Q
TY
.3
31
1
***** B
AS
E B
ID I
TE
MS
*****
1
6/24/16ME REV. HEADING & PAYITEM NUMBERS
FM
S C
ON
: 1
07
17
9-3
01
00
0
1 11 1 1 1 1 1 11
jdavis
New Stamp
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
DATEREVISIONBY
WO
RK
ING
NU
MB
ER
SH
EE
T N
UM
BE
RF
ILE
NA
ME
:
DE
SIG
N T
EA
MC
HE
CK
ED
DA
TE
S
Q-2
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
ROADWAY DESIGN DIVISIONMISSISSIPPI DEPARTMENT OF TRANSPORTATION
PLAN
7/15/201609:17:11SQS.dgn
S
P-0
30
3-0
0(0
12
)
SU
MM
AR
Y O
F Q
UA
NT
ITIE
S
SQ
S.D
GN
11
NS
I
FM
S C
ON
: 1
07
17
9-3
01
00
0
PR
OJE
CT
NO
. S
P-0
30
3-0
0(0
12
)
CO
UN
TY
: C
LA
IB
OR
NE
DEPARTME
NT O
F TR
ANSP
ORTATION
MIS
SIS
SIPPI
EN
GL
ISH
RV
PA
D N
UM
BE
RS
.
ST
EE
L,
JO
INT
S A
ND
PA
INT
ING
OF
EX
CA
VA
TIO
N,
FO
OT
ING
S,
RE
INF
OR
CIN
G
PA
Y I
TE
M I
NC
LU
DE
S S
TR
UC
TU
RE
1
DIR
EC
TIO
NA
L S
IGN
FO
OT
ING
S -
8.3
5 C
.Y.
DR
AIN
AG
E S
TR
UC
TU
RE
S -
62.0
0 C
.Y.
2
DIR
EC
TIO
NA
L S
IGN
FO
OT
ING
S -
508.5
0 l
bs.
DR
AIN
AG
E S
TR
UC
TU
RE
S -
4,1
16
lb
s.
3
MIS
SIS
SIP
PI
EP
A A
T 6
01-4
37-1
343.
MR
. K
EV
IN C
OT
TO
N W
ITH
SO
UT
HW
ES
T
CO
NT
AC
T M
R.
EL
LIO
T S
TE
BB
INS
OR
PR
OJE
CT
SIT
ES
. C
ON
TR
AC
TO
R S
HA
LL
TO
RU
N P
RIM
AR
Y P
OW
ER
TO
TH
E
CO
OR
DIN
AT
ION
, L
AB
OR
AN
D E
QU
IPM
EN
T
PA
Y I
TE
M I
NC
LU
DE
S A
LL
CO
ST
S,
4
**
**
*A
SP
HA
LT
IT
EM
S*
**
**
*****IN
CID
EN
TA
L A
ND
DR
AIN
AG
E I
TE
MS
*****
*****T
EM
PO
RA
RY
TR
AF
FIC
CO
NT
RO
L I
TE
MS
*****
**
**
*P
AV
EM
EN
T M
AR
KIN
G I
TE
MS
**
**
*
1
(TY
PE
1)
(TY
PE
2)
2 3 41 1
6/24/16REV. HEADING & PAYITEM NUMBERSME1
jdavis
New Stamp
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
DATEREVISIONBY
WO
RK
ING
NU
MB
ER
SH
EE
T N
UM
BE
RF
ILE
NA
ME
:
DE
SIG
N T
EA
MC
HE
CK
ED
DA
TE
S
Q-3
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
ROADWAY DESIGN DIVISIONMISSISSIPPI DEPARTMENT OF TRANSPORTATION
PLAN
7/13/201611:44:22SQS.dgn
S
P-0
30
3-0
0(0
12
)
SU
MM
AR
Y O
F Q
UA
NT
ITIE
S
SQ
S.D
GN
12
NS
I
FM
S C
ON
: 1
07
17
9-3
01
00
0
PR
OJE
CT
NO
. S
P-0
30
3-0
0(0
12
)
CO
UN
TY
: C
LA
IB
OR
NE
DEPARTME
NT O
F TR
ANSP
ORTATION
MIS
SIS
SIPPI
EN
GL
ISH
AN
D T
IE-I
N T
O E
XIS
TIN
G M
AN
HO
LE
.
CO
NC
RE
TE
SL
AB
, P
IPE
, F
ITT
ING
S
FE
NC
E, C
ON
ST
RU
CT
ION
OF
CU
RB
,
NO
T L
IMIT
ED
TO
RE
LO
CA
TIO
N O
F
DU
MP
ST
AT
ION
. IT
EM
S I
NC
LU
DE
BU
T
TO
CO
NS
TR
UC
T T
HE
SE
WA
GE
AN
D E
QU
IPM
EN
T A
ND
MA
TE
RIA
L
PA
Y I
TE
M I
NC
LU
DE
S A
LL
LA
BO
R,
1
*****L
IGH
TIN
G I
TE
MS
*****
*****P
ER
MA
NE
NT
SIG
NIN
G I
TE
MS
*****
1
***** A
DD
OP
TIO
N B
ID I
TE
MS
*****
1
6/24/16ME REV HEADING & PAYITEM NUMBERS1
1 1
jdavis
New Stamp
DATEREVISIONBY
WO
RK
ING
NU
MB
ER
SH
EE
T N
UM
BE
RF
ILE
NA
ME
:
DE
SIG
N T
EA
MC
HE
CK
ED
DA
TE
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
7/15/201608:25:52SQS.dgn ROADWAY DESIGN DIVISION
MISSISSIPPI DEPARTMENT OF TRANSPORTATION
PLAN
SP
-0
30
3-0
0(0
12
)
EQ
-1
13
EQ
_S
H.D
GN
CL
AIB
OR
NE
CO
UN
TY
:
PR
OJE
CT
NO
. S
P-0303-00(012)
NS
I
FM
S C
ON
: 1
07
17
9-3
01
00
0
CO
NT
RO
L Q
UA
NT
ITIE
S
ST
RIP
ING
& E
RO
SIO
N
NEMTRAPED
TOF
TR
ANSPO
RTATION I
PP
IS
SI
SS
M
I
GC
2/1
1/1
6
1 ME 7/8/2016CHART/PRJ # REVISION
1
1
jdavis
New Stamp
DATEREVISIONBY
WO
RK
ING
NU
MB
ER
SH
EE
T N
UM
BE
RF
ILE
NA
ME
:
DE
SIG
N T
EA
MC
HE
CK
ED
DA
TE
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
7/8/201610:29:06SQS.dgn ROADWAY DESIGN DIVISION
MISSISSIPPI DEPARTMENT OF TRANSPORTATION
PLAN
SP
-0
30
3-0
0(0
12
)
EQ
-2
14
EQ
_S
H.D
GN
CL
AIB
OR
NE
CO
UN
TY
:
PR
OJE
CT
NO
. S
P-0303-00(012)
NS
I
FM
S C
ON
: 1
07
17
9-3
01
00
0
NEMTRAPED
TOF
TR
ANSPO
RTATION I
PP
IS
SI
SS
M
I
QU
AN
TIT
IES
AN
D R
EM
OV
AL
CU
RB
& G
UT
TE
R
GC
2/1
1/1
6
1 ME 7/8/2016
1
PRJ # REVISION
jdavis
New Stamp
DATEREVISIONBY
WO
RK
ING
NU
MB
ER
SH
EE
T N
UM
BE
RF
ILE
NA
ME
:
DE
SIG
N T
EA
MC
HE
CK
ED
DA
TE
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
7/8/201610:29:25SQS.dgn ROADWAY DESIGN DIVISION
MISSISSIPPI DEPARTMENT OF TRANSPORTATION
PLAN
SP
-0
30
3-0
0(0
12
)
EQ
-3
15
EQ
_S
Q.D
GN
CL
AIB
OR
NE
CO
UN
TY
:
PR
OJE
CT
NO
. S
P-0303-00(012)
QU
AN
TIT
IES
DR
AIN
AG
E
NS
I
FM
S C
ON
: 1
07
17
9-3
01
00
0
NEMTRAPED
TOF
TR
ANSPO
RTATION I
PP
IS
SI
SS
M
I
GC
2/1
1/1
6
1 ME 7/8/2016
1
CHART/PRJ # REVISION
1
jdavis
New Stamp
CL
AIB
OR
NE
CO
UN
TY
:
PR
OJE
CT
NO
. S
P-0303-00(012)
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
DATEREVISIONBY
WO
RK
ING
NU
MB
ER
SH
EE
T N
UM
BE
RF
ILE
NA
ME
:
DE
SIG
N T
EA
MN
SI
CH
EC
KE
DD
AT
E
EQ
-4
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
ROADWAY DESIGN DIVISIONMISSISSIPPI DEPARTMENT OF TRANSPORTATION
PLAN
7/8/201610:29:52SQS.dgn
SP
-03
03
-00
(01
2)
16
SQ
S.D
GN
FM
S C
ON
: 1
07
17
9-3
01
00
0
NEMTRAPED
TOF
TR
ANSPO
RTATION I
PP
IS
SI
SS
M
I
QU
AN
TIT
IES
SIG
N
PA
Y I
TE
M.
(CO
ST
AB
SO
RB
ED
)
CH
AN
NE
L,
OR
BU
CK
LE
BR
AC
KE
TS
. N
OT
A S
EP
ER
AT
E
2.
FA
ST
EN
AL
L S
IG
NS
TO
PO
ST
WIT
H C
LA
MP
S,
TO
OR
DE
RIN
G M
AT
ER
IAL
.
1.
VE
RIF
Y A
LL
PO
ST
LE
NG
TH
S I
N F
IEL
D P
RIO
R
NO
TE
S:
GC
2/1
1/1
6
1
1 7/8/2016ME CHART/PRJ # REVISIONS
1
jdavis
New Stamp
240
250
26
0
270
240
250
26
0
270
AT
& T
(855) 6
37-9527
CL
AIB
OR
NE
NA
TU
RA
L G
AS
IN
C
S.W
MS
E.P
.A. (601) 4
37-3611
EN
TE
RG
Y M
IS
SIS
SIP
PI (
80
0) 3
68
-3
74
9
UT
IL
IT
IE
S:
Wk
. S
h.
Sh. N
o.
Sh. N
o.
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
CO
UN
TY
: C
LA
IBO
RN
ED
ES
IGN
TE
AM
:F
ILE
NA
ME
: N
EE
L-S
CH
AF
FE
R
PLAN-PROFILEROADWAY DESIGN DIVISION
MISSISSIPPI DEPARTMENT OF TRANSPORTATION
SH
EE
T I
D:
PR
OJE
CT
NO
. :
SP
-0303-0
0(0
12)
7/12/201608:54:4312790_PLAN_PRO_WK.dgn
SP
-03
03
-00
(01
2)
12790_P
LA
N_P
RO
_W
K.D
GN
FM
S C
ON
: 1
07
17
9-3
01
00
0
ST
AT
E H
IGH
WA
Y 5
52
02
04
06
0
PL
AN
VIE
W
SC
AL
E: 1
"=
20
'
128+20
WK
-3
19
150' TAPER
ACCESS ROADCAR PARKING LOT
259.57
UN
ITS
TO
TA
LS
DIT
CH
LIN
ER
PA
VE
D D
ITC
H
S.Y
.
C.Y
.
TO
N
SY
MB
OL
S.Y
.S
OIL
RE
INF
. M
AT
ER
IAL
S.Y
.
S.Y
.
GE
OT
EX
TIL
E
SO
LID
SO
D
PE
RM
AN
EN
TE
RO
SIO
NC
ON
TR
OL
ITE
MS
0 0 0 0 0
RIP
RA
P
SL
OP
E L
IM
IT
S T
YP
.
50
' M
IL
LIN
G L
IM
IT
S
SL
OP
E L
IM
IT
S T
YP
.
CU
RB
& G
UT
TE
R
CO
MB
INA
TIO
N
TY
PE
II
MO
DIF
IED
CU
RB
& G
UT
TE
R
CO
MB
INA
TIO
N
TY
PE
I M
OD
IFIE
D
LIM
ITS
OF
CL
EA
RIN
G &
GR
UB
BIN
G
& G
RU
BB
ING
LIM
ITS
OF
CL
EA
RIN
G
& G
RU
BB
ING
LIM
ITS
OF
CL
EA
RIN
G
& G
RU
BB
ING
LIM
ITS
OF
CL
EA
RIN
G
19
1
1
1
RE
VIS
ION
S
DA
TE
BY
7/6
/2016
ME
EA
RT
HW
OR
KT
OT
AL
TH
ISS
HE
ET
Cu
t
Fill
Uncla
ssif
ied
Surplu
s
Bo
rro
w
14
77
503
97
4
0 0(
)
Cu
.Yd
s
Cu
.Yd
s
Cu
.Yd
s
Cu
.Yd
s
Cu
.Yd
s
1
PP
18"R
CP
24"RCP
INV=232.86
INV=236.69
INV=248.77
R.O
.W.
R.O
.W.
ST
AT
E H
WY
552
PAVED DITCH
ST
A.
12
4+
00
.00
BE
GIN
WID
EN
ING
& O
VE
RL
AY
122PI Sta. 122+02.051
123
124
125
126
127
128
25
90°0'0"
AC
CE
SS
RD
- S
TA
. 25+
23.9
92
HW
Y 5
52 -
ST
A. 127+
88.9
17
EX
IST
ING
GR
AD
E
PR
OP
OS
ED
GR
AD
E
259.57
259.94
260.29
260.61
260.91
261.21
261.50
261.80
262.10
262.41
262.71
263.01
263.28
263.54
263.78
264.01
264.22
12
21
23
12
41
25
12
61
27
12
8
255.00
257.57
257.82
258.05
258.29
258.66
259.10
259.34
259.57
259.86
260.16
260.40
260.64
261.03
261.40
261.64
261.88
262.14
262.40
262.70
263.00
263.32
263.62
263.86
264.09
SW
AL
E D
ITC
H
FL
= 2
60
.00
29"X
18" F
.E.S
.
ST
A 1
27
+0
0.0
00
160 L
F 2
9"x18" R
CA
P @
0.5
0%
@ 0.5
0%
29"X18" RCAP
160.0
0 L.F.
@ 0.5
0%
29"X18" RCAP
FL
. =
260.0
0
29"X
18" F
.E.S
.
FL = 260.00
127+00
29X18 F.E.S.
DN-19
jdavis
New Stamp
240
250
26
0
270
240
250
26
0
270
150' TAPER
128+20
134+00
02
04
06
0
PL
AN
VIE
W
SC
AL
E: 1
"=
20
'
Wk
. S
h.
Sh. N
o.
Sh. N
o.
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
CO
UN
TY
: C
LA
IBO
RN
ED
ES
IGN
TE
AM
:F
ILE
NA
ME
: N
EE
L-S
CH
AF
FE
R
WK
-4
PLAN-PROFILEROADWAY DESIGN DIVISION
MISSISSIPPI DEPARTMENT OF TRANSPORTATION
SH
EE
T I
D:
PR
OJE
CT
NO
. :
ST
AT
E H
IGH
WA
Y 5
52
SP
-03
03
-00
(01
2)
7/12/201609:04:2712790_PLAN_PRO_WK.dgn
SP
-03
03
-00
(01
2)
12790_P
LA
N_P
RO
_W
K.D
GN
20
FM
S C
ON
: 1
07
17
9-3
01
00
0
ST
AT
E H
WY
55
2
SL
OP
E L
IM
IT
S T
YP
.
CU
RB
& G
UT
TE
RT
YP
E I
I C
OM
BIN
AT
ION
UN
ITS
TO
TA
LS
DIT
CH
LIN
ER
PA
VE
D D
ITC
H
S.Y
.
C.Y
.
TO
N
SY
MB
OL
S.Y
.S
OIL
RE
INF
. M
AT
ER
IAL
S.Y
.
S.Y
.
GE
OT
EX
TIL
E
SO
LID
SO
D
PE
RM
AN
EN
TE
RO
SIO
NC
ON
TR
OL
ITE
MS
0 0 0 0 0 0
RIP
RA
P
1
RE
VIS
ION
S
DA
TE
BY
7/6
/2016
ME
1
1
EA
RT
HW
OR
KT
OT
AL
TH
ISS
HE
ET
Cu
t
Fill
Uncla
ssif
ied
Surplu
s
Bo
rro
w
97
5
98
877
0 0(
)
Cu.Y
ds
Cu.Y
ds
Cu.Y
ds
Cu.Y
ds
Cu.Y
ds
1
PP
PP
AS
PH
AL
T
552
L =
1,5
47
.98
1'
12
91
30
13
11
32
13
31
34
PR
OP
OS
ED
GR
AD
E
EX
IST
ING
GR
AD
E
264.22
264.41
264.58
264.71
264.82
264.89
264.93
264.96
264.99
265.01
265.02
264.99
264.91
264.79
264.62
264.41
264.17
263.93
263.69
263.44
263.17
262.89
262.58
262.26
261.93
12
81
29
13
01
31
13
21
33
13
4
264.09
264.27
264.45
264.57
264.69
264.75
264.81
264.86
264.91
264.84
264.77
264.83
264.75
264.59
264.41
264.20
263.99
263.75
263.50
263.25
263.00
262.71
262.41
262.00
261.60
260.88
@ 0.5
0%
29"X18" RCAP
FL
. =
26
0.8
8
29"X
18" F
.E.S
.
FL = 260.00
128+60
29X18 F.E.S.
DN-18
FL. = 260.8
8
29"X18" F.E.S.
@ 0.5
0%
29"X18" RCAP
160.0
0 L.F.
18
jdavis
New Stamp
240
250
26
0
270
240
250
26
0
270
STATE H
WY 552
134+00
02
04
06
0
PL
AN
VIE
W
SC
AL
E: 1
"=
20
'
Wk
. S
h.
Sh. N
o.
Sh. N
o.
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
CO
UN
TY
: C
LA
IBO
RN
ED
ES
IGN
TE
AM
:F
ILE
NA
ME
: N
EE
L-S
CH
AF
FE
R
WK
-5
PLAN-PROFILEROADWAY DESIGN DIVISION
MISSISSIPPI DEPARTMENT OF TRANSPORTATION
SH
EE
T I
D:
PR
OJE
CT
NO
. :
ST
AT
E H
IGH
WA
Y 5
52
SP
-0303-0
0(0
12)
7/12/201609:06:1012790_PLAN_PRO_WK.dgn
SP
-03
03
-00
(01
2)
12790_P
LA
N_P
RO
_W
K.D
GN
FM
S C
ON
: 1
07
17
9-3
01
00
0
SL
OP
E L
IM
IT
S T
YP
.
50' M
ILL
ING
LIM
ITS
PR
OP
OS
ED
GR
AD
E
EX
IST
ING
GR
AD
E
UN
ITS
TO
TA
LS
DIT
CH
LIN
ER
PA
VE
D D
ITC
H
S.Y
.
C.Y
.
TO
N
SY
MB
OL
S.Y
.S
OIL
RE
INF
. M
AT
ER
IAL
S.Y
.
S.Y
.
GE
OT
EX
TIL
E
SO
LID
SO
D
PE
RM
AN
EN
TE
RO
SIO
NC
ON
TR
OL
ITE
MS
0 0 0 0 0 0
RIP
RA
P
21
11
RE
VIS
ION
S
DA
TE
BY
7/6
/2016
ME
1
EA
RT
HW
OR
KT
OT
AL
TH
ISS
HE
ET
Cu
t
Fill
Uncla
ssif
ied
Surplu
s
Bo
rro
w
18
8
128
60 0 0
(
)
Cu.Y
ds
Cu.Y
ds
Cu.Y
ds
Cu.Y
ds
Cu.Y
ds
134
135
136
137
PC Sta. 137+50.032
ST
A.
13
7+
50
.00
EN
D W
IDE
NIN
G &
OV
ER
LA
Y
FLO
WLINE
E 55
2
BICYCLE
DO NOT PASS
55
AHEADSTOP
INV B=246.11
INV A=246.18
TOP=248.85
ROADWORK
END
RISK
GO AT OWN
LOOSE ROCK
PAVED DITCH
261.93
261.57
261.20
260.82
260.44
260.06
259.68
259.30
258.92
258.54
258.16
257.78
257.39
257.01
256.63
13
41
35
13
61
37
261.60
261.26
260.94
260.67
260.28
259.89
259.50
259.12
258.73
258.33
257.96
257.56
257.15
256.83
256.45
jdavis
New Stamp
230
240
250
26
0
230
240
250
26
0
14+00
02
04
06
0
PL
AN
VIE
W
SC
AL
E: 1
"=
20
'
Wk
. S
h.
Sh. N
o.
Sh. N
o.
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
CO
UN
TY
: C
LA
IBO
RN
ED
ES
IGN
TE
AM
:F
ILE
NA
ME
: N
EE
L-S
CH
AF
FE
R
WK
-6
PLAN-PROFILEROADWAY DESIGN DIVISION
MISSISSIPPI DEPARTMENT OF TRANSPORTATION
SH
EE
T I
D:
PR
OJE
CT
NO
. :
CA
R P
AR
KIN
G A
CC
ES
S R
OA
D S
P-0
303-0
0(0
12)
7/12/201609:11:0612790_PLAN_PRO_WK.dgn
SP
-03
03
-00
(01
2)
12790_P
LA
N_P
RO
_W
K.D
GN
22
FM
S C
ON
: 1
07
17
9-3
01
00
0
SL
OP
E L
IM
IT
S T
YP
.
-3.01536%
255.38
+1.10000%
UN
ITS
TO
TA
LS
DIT
CH
LIN
ER
PA
VE
D D
ITC
H
S.Y
.
C.Y
.
TO
N
SY
MB
OL
S.Y
.S
OIL
RE
INF
. M
AT
ER
IAL
S.Y
.
S.Y
.
GE
OT
EX
TIL
E
SO
LID
SO
D
PE
RM
AN
EN
TE
RO
SIO
NC
ON
TR
OL
ITE
MS
0 70 0 0 0 0
RIP
RA
P
AN
D D
ET
EN
TIO
N P
ON
D Q
UA
NT
ITIE
S
SE
E G
RA
DIN
G S
HT
FO
R P
AR
KIN
G L
OT
EA
RT
HW
OR
K F
OR
AC
CE
SS
RO
AD
ON
LY
SL
OP
E L
IM
IT
S T
YP
.
RE
TA
ININ
G W
AL
L
PR
OP
OS
ED
RE
QU
IRE
D
AD
A R
AM
P
1
RE
VIS
ION
S
DA
TE
BY
7/6
/2016
ME
1
1
1
1
1
@ 2
.50%
44"x27" R
CA
P
10
4 L
.F.
1
EA
RT
HW
OR
KT
OT
AL
TH
ISS
HE
ET
Cu
t
Fill
Uncla
ssif
ied
Surplu
s
Bo
rro
w
22
15
3024
0 0
27
10
(
)
Cu
.Yd
s
Cu
.Yd
s
Cu
.Yd
s
Cu
.Yd
s
Cu
.Yd
s
1
255.38
VPI 11+75.210
EL. 250.10
-3.01536%
+1.10000%
125.593' V.C.
VPC11+12.414
EL. 251.991
VPT12+38.006
EL. 250.788
255.38
253.19
250.30
246.49
243.89
242.34
242.09
241.22
241.84
243.93
247.75
253.35
256.43
258.19
259.82
260.97
262.18
PR
OP
OS
ED
GR
AD
E
EX
IST
ING
GR
AD
E
255.38
254.63
253.87
253.12
252.37
251.64
251.09
250.75
250.61
250.67
250.92
251.20
251.47
251.75
252.02
252.30
252.57
10
11
12
13
14
255.38
253.19
250.30
246.49
243.89
242.34
242.09
241.22
241.84
243.93
247.75
253.35
256.43
258.19
259.82
260.97
262.18
10
11
12
PC Sta. 12+54.014
13
14
L = 254.014'
Curve CL-LOCAL_RD_3
L =
169.845'
T =
113.655'
R =
100.000'
PC
1
2+
54
.0
14
PT
1
4+
23
.8
59
FL
. 240.8
8
18
" F
.E.S
.
@ 0
.40
%
18
" R
CP
12
8.0
0 L
.F.
BL
OC
K E
RO
SIO
N C
ON
TR
OL
SY
ST
EM
10' X
5.5
' IN
TE
RL
OC
KIN
G F
LE
XIB
LE
@ 2
.50
%
44
"X
27
" R
CA
P
10
4.0
0 L
.F.
BL
OC
K E
RO
SIO
N C
ON
TR
OL
SY
ST
EM
WIT
H I
NT
ER
LO
CK
ING
FL
EX
IBL
E
BO
TT
OM
OF
DIT
CH
TO
BE
LIN
ED
SLOPE 0.35%°±
SLOPE 0.3
5%°±
(S
EE
DE
TA
IL
S G
R-3
)
DE
TE
NT
ION
PO
ND
(S
EE
DE
TA
IL
SD
S-8)
5' C
UR
B C
UT
FL
. 240.9
2
18
" F
.E.S
.
FL
. 241.1
0
44"X
27" F
.E.S
.
@ 5
.11%
18
" R
CP
40.0
0 L
.F.
BL
OC
K E
RO
SIO
N C
ON
TR
OL
SY
ST
EM
10' X
5.5
' IN
TE
RL
OC
KIN
G F
LE
XIB
LE
@ 2
.00%
18
" R
CP
29
.00
L.F
.
(S
EE
DE
TA
IL
SD
S-8)
5' C
UR
B C
UT
FL
. 2
41
.39
RE
CO
MM
EN
DA
TIO
N)
(AS
PE
R M
AN
UF
AC
TO
RIE
S
AT
RE
TA
ININ
G W
AL
L
18
" P
IPE
CO
NN
EC
TIO
N
25
24
14
15
16
17
05
18"CPP18"CPP
GRASS
8"OAK
10"OAK
10"OAK
14"BIRCH
20"OAK
24"SYCA
MORE
WV
PP
LP
MH
MH
MH MH
MH
GM
LP
WVW
V
INV=257.6
5
CI TOP=256.4
6
CI TOP=256.4
6
CI TOP=256.6
2
CI TOP=256.7
3
CI TOP=256.4
4
CI TOP=256.3
8
STOP
CABLE
256.12
MH TOP=
261.3
5M
H TOP=
MH TOP=256.5
2
MH TOP=256.3
3
MH TOP=256.5
7
CI TOP=256.11
247.28
246.70
TOP= 242.70
11+02.00
18' F.E.S.
DN-25
@ 0.4
0%
18" RCP
128.0
0 L.F.
240.88
241.39
243.76TOP= 250.25
13+21.51
DBL GRATE INLET
DN-5
@ 2
.00%
18" R
CP
29.0
0 L
.F.
@ 1.7
5%
36" RCP
80.0
0 L.F.
TOP= 244.86
10+76.00
RETAINING WALL
DN-24
TOP= 250.79
12+00.00
3' CURB INLET (DOUBLE)
DN-14
TOP= 250.79
12+00.00
3' CURB INLET (DOUBLE)
DN-15
jdavis
New Stamp
240
250
26
0
270
240
250
26
0
270
Wk
. S
h.
Sh. N
o.
Sh. N
o.
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
CO
UN
TY
: C
LA
IBO
RN
ED
ES
IGN
TE
AM
:F
ILE
NA
ME
:N
EE
L-S
CH
AF
FE
R
WK
-7
PLAN-PROFILEROADWAY DESIGN DIVISION
MISSISSIPPI DEPARTMENT OF TRANSPORTATION
SH
EE
T I
D:
PR
OJE
CT
NO
. :
CA
R P
AR
KIN
G A
CC
ES
S R
OA
D S
P-0
303-0
0(0
12)
7/12/201609:12:5212790_PLAN_PRO_WK.dgn
SP
-03
03
-00
(01
2)
12790_P
LA
N_P
RO
_W
K.D
GN
FM
S C
ON
: 1
07
17
9-3
01
00
0
02
04
06
0
PL
AN
VIE
W
SC
AL
E: 1
"=
20
'
+1.10000%
+1.10000%
-0.50000%
-0.50000%
PR
OP
OS
ED
GR
AD
E
EX
IST
ING
GR
AD
E
MATCH LINE
STA 14+00
STA 19+00 MATCH LINE
UN
ITS
TO
TA
LS
DIT
CH
LIN
ER
PA
VE
D D
ITC
H
S.Y
.
C.Y
.
TO
N
SY
MB
OL
S.Y
.S
OIL
RE
INF
. M
AT
ER
IAL
S.Y
.
S.Y
.
GE
OT
EX
TIL
E
SO
LID
SO
D
PE
RM
AN
EN
TE
RO
SIO
NC
ON
TR
OL
ITE
MS
0
331
0 0 0 0
RIP
RA
P
AN
D D
ET
EN
TIO
N P
ON
D Q
UA
NT
ITIE
S
SE
E G
RA
DIN
G S
HT
FO
R P
AR
KIN
G L
OT
EA
RT
HW
OR
K F
OR
AC
CE
SS
RO
AD
ON
LY
23
1
1
RE
VIS
ION
S
DA
TE
BY
7/6
/2016
ME
1
1
EA
RT
HW
OR
KT
OT
AL
TH
ISS
HE
ET
Cu
t
Fill
Uncla
ssif
ied
Surplu
s
Bo
rro
w
42
44
828
0 0
619
(
)
Cu
.Yds
Cu.Y
ds
Cu.Y
ds
Cu
.Yds
Cu.Y
ds
BLOCK EROSI
ON CONTROL
SYSTEM
WITH
INTERLOCKI
NG FLEXI
BLE
BOTTOM OF
DITCH
TO BE
LINED
BL
OC
K E
RO
SIO
N C
ON
TR
OL
SY
ST
EM
WIT
H I
NT
ER
LO
CK
ING
FL
EX
IBL
E
BO
TT
OM
OF
DIT
CH
TO
BE
LIN
ED
@ 1
.75
%
36" R
CP
80.0
0 L
.F.
(S
EE
DE
TA
IL
SD
S-8)
5' C
UR
B C
UT
(S
EE
DE
TA
IL
SD
S-8)
5' C
UR
B C
UT
(S
EE
DE
TA
IL
SD
S-8)
5' C
UR
B C
UT
(S
EE
DE
TA
IL
SD
S-8)
CU
RB
CU
T
(S
EE
DE
TA
IL
SD
S-8)
5' C
UR
B C
UT
@ 1
.75
%
36" R
CP
80.0
0 L
.F.
(S
EE
DE
TA
IL
SD
S-8)
5' C
UR
B C
UT
@ 1
.25
%
36
" R
CP
160.0
0 L
.F.
(S
EE
DE
TA
IL
SD
S-8)
5' C
UR
B C
UT
(S
EE
DE
TA
IL
SD
S-8)
5' C
UR
B C
UT
@ 1
.25
%
29"x18" R
CA
P
186.0
0 L
.F.
BL
OC
K E
RO
SIO
N C
ON
TR
OL
SY
ST
EM
WIT
H I
NT
ER
LO
CK
ING
FL
EX
IBL
E
BO
TT
OM
OF
DIT
CH
TO
BE
LIN
ED
@ 1
.00%
36
" R
CP
152.0
0 L
.F.
(S
EE
DE
TA
IL
SD
S-8
)
5' C
UR
B C
UT
10
13
12
11
FLO
WLINE
28"PIN
E
14
15
16
17
18
19
L = 131.9
89'
Curve CL-LOCAL_RD_3
L = 169.8
45'
T = 113.6
55'
R = 100.0
00'
PC 12+54.0
14
PT 14+23.8
59
Curve CL-LOCAL_RD_6
L = 148.8
86'
T = 78.0
83'
R = 200.0
00'
PC 15+55.8
48
PT 17+04.7
34
PT 14
+23.859
Curve
CL-LOCAL_RD_3
L =
169.8
45'
T =
113.6
55'
R =
100.
000'PC
12+54.0
14
PT Sta. 14+23.859
PC St
a. 15
+55.848
PT Sta. 17+04.734
251.47
251.75
252.02
252.30
252.57
252.85
253.12
253.40
253.66
253.88
254.07
254.22
254.33
254.40
254.43
254.42
254.38
254.30
254.18
254.07
254.09
254.26
254.57
255.02
255.61
13
14
15
16
17
18
19
256.43
258.19
259.82
260.97
262.18
262.64
262.55
262.12
261.15
260.82
260.09
258.92
257.53
256.13
255.45
255.12
254.32
254.07
253.95
254.26
255.27
256.28
256.48
256.51
256.36
+1.10000%
VPI 16+10.000
EL. 254.88
+1.10000%
-0.50000%
260.867' V.C.
VPI 18+25.000
EL. 253.81
-0.50000%
124.542' V.C.
VPC14+79.567
EL. 253.445
VPT17+40.433
EL. 254.228
VPC17+62.729
EL. 254.117
VPT18+87.271
EL. 255.300
243.76
246.56
246.56
248.16
248.16
249.68
TOP= 254.10
16+85.51
DBL GRATE INLET
DN-12
TOP= 252.20
15+33.58
DBL GRATE INLET
DN-13
TOP= 250.25
13+21.51
DBL GRATE INLET
DN-5
TOP= 252.99
18+40.92
DROP INLET - DBL GRATE
DN-11
@ 1.0
0%
36" RCP
152.0
0 L.F.
245.16
245.16TOP= 250.10
14+47.58
DBL GRATE INLET
DN-10
@ 1.7
5%
36" RCP
80.0
0 L.F.
@ 1.2
5%
36" RCP
160.0
0 L.F.
@ 1.7
5%
36" RCP
80.0
0 L.F.
jdavis
New Stamp
220
230
240
250
220
230
240
250
SL
OP
E L
IM
IT
S T
YP
.
02
04
06
0
PL
AN
VIE
W
SC
AL
E: 1
"=
20
'
6+00
Wk
. S
h.
Sh. N
o.
Sh. N
o.
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
CO
UN
TY
: C
LA
IBO
RN
ED
ES
IGN
TE
AM
:F
ILE
NA
ME
:N
EE
L-S
CH
AF
FE
R
WK
-11
PLAN-PROFILEROADWAY DESIGN DIVISION
MISSISSIPPI DEPARTMENT OF TRANSPORTATION
SH
EE
T I
D:
PR
OJE
CT
NO
. :
RV
PA
RK
ING
AC
CE
SS
RO
AD
SP
-03
03
-00
(01
2)
7/12/201609:14:0012790_PLAN_PRO_WK.dgn
SP
-0303-0
0(0
12)
12790_P
LA
N_P
RO
_W
K.D
GN
27
FM
S C
ON
:107179-301000
-2.00000%
+1.64845%
-2.00000%
-2.75100%
-6.00000%
PO
ND
EA
RT
HW
OR
K Q
UA
NT
ITIE
S
FO
R R
V P
AR
KIN
G L
OT
AN
D D
ET
EN
TIO
N
SE
E G
RA
DIN
G S
HT
. G
R-2
FO
R
UN
ITS
TO
TA
LS
DIT
CH
LIN
ER
PA
VE
D D
ITC
H
S.Y
.
C.Y
.
TO
N
SY
MB
OL
S.Y
.S
OIL
RE
INF
. M
AT
ER
IAL
S.Y
.
S.Y
.
GE
OT
EX
TIL
E
SO
LID
SO
D
PE
RM
AN
EN
TE
RO
SIO
NC
ON
TR
OL
ITE
MS
0 0 0 0 0 0
RIP
RA
P
1
1
RE
VIS
ION
S
DA
TE
BY
7/6
/2016
ME
1
EA
RT
HW
OR
KT
OT
AL
TH
ISS
HE
ET
Cu
t
Fill
Uncla
ssif
ied
Surplu
s
Bo
rro
w
0 0 0 0 0(
)
Cu.Y
ds
Cu.Y
ds
Cu.Y
ds
Cu.Y
ds
Cu.Y
ds
VPI 6+92.000
EL. 244.36
+1.64845%
80.000' V.C.
VPI 7+39.000
EL. 245.13VPI 7+48.000
EL. 245.31
-2.00000%
VPI 7+57.000
EL. 245.13
-2.00000%
-2.75100%
VPI 7+97.000
EL. 244.03
-6.00000%
80.000' V.C.
VPI 9+27.000
EL. 236.23
-6.00000%
50.000' V.C.
236.69
VPC6+52.000
EL. 245.156
VPT7+32.000
EL. 245.016
VPC7+57.000
EL. 245.131
VPT8+37.000
EL. 241.631
VPC9+02.000
EL. 237.731
VPT9+52.000
EL. 236.513
246.20
245.70
245.20
244.82
244.72
245.27
244.57
243.57
242.32
240.85
239.35
237.85
236.73
236.49
PR
OP
OS
ED
GR
AD
E
EX
IST
ING
GR
AD
E
67
89
247.49
247.21
247.09
247.00
246.52
245.90
245.26
244.42
243.46
241.88
239.81
238.14
236.93
236.26
236.25
246.20
245.70
245.20
244.82
244.72
244.91
245.27
244.57
243.57
242.32
240.85
239.35
237.85
236.73
236.49
100'-42"CPP IN PL.
12"CPP
12"CPP
12"CPP
12"C
PP
12"C
PP
INV=226.82
INV=226.05
INV
=2
41
.52
INV=239.9
9
INV=240.9
9
INV=240.8
1
LP LP
E
E
240.3
8IN
V=
242.0
1INV=
239.9
9IN
V= 2
39.5
8IN
V=
240.4
3
INV=
240.2
9
INV=
PARKIN
G LOT
STADIU
M
ASPHALT
EXIS
T.
INV. 238.21
INV. 240.30
TOP= 243.82
6+72.130
DROP INLET - DBL GRATE
DN-20
TOP= 243.88
6+74.513
DROP INLET - DBL GRATE
DN-21
@ 2
.00%
18
" R
CP
10
4.0
0 L
.F.
6
PT St
a. 6
+34.976
7
PC St
a. 7
+42.462
89 PT Sta. 9+00.106
POT Sta. 9+67.6
68
L = 107.486'
Cu
rv
e A
LC
RO
N_
LA
NE
_3
L =
157.644'
T =
80.687'
R =
300.000'
PC
7+
42.462
PT
9+
00.106
L = 67.563'
3
3
104.0
0 L.F
. 18"
RCP @
2.00%
198.00 L.F. 29"X18" RCAP @ 5.66%
TO
P=
24
3.9
3
13
+2
2.1
77
DR
OP
IN
LE
T -
DB
L G
RA
TE
DN
-2
1
TO
P=
24
3.9
1
0+
49
.87
DR
OP
IN
LE
T -
DB
L G
RA
TE
DN
-2
0
20
21
jdavis
New Stamp
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
SP
-0
30
3-0
0(0
12
)
DATEREVISIONBY
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
SH
EE
T N
UM
BE
R
WO
RK
ING
NU
MB
ER
PR
OJE
CT
NO
. S
P-0
30
3-0
0(0
12
)
CO
UN
TY
: C
LA
IBO
RN
E
FIL
EN
AM
E:
DE
SIG
N T
EA
MC
HE
CK
ED
DA
TE
MIS
C-D
ET
AIL
S.D
GN
TY
PIC
AL
RV
PA
D G
RA
DIN
G
41
SD
S-2
FM
S C
ON
: 1
07
17
9-3
01
00
0
CENTERLINE
CENTERLINE
CENTERLINE
CENTERLINE
SLOPE MAX. 2.0%
SLOPE MAX.
2.0%
SL
OP
E M
AX
.2
.0%
SL
OP
E M
AX
.2.0
%
SLOPE MAX.
2.0%
EOP TYP.
EOP TYP.
EOP T
YP.
EOP T
YP.
EOP T
YP.
CENTERLINE
CE
NT
ER
LIN
E O
F A
LC
OR
N C
IRC
LE
GR
AD
ES
SH
OW
N A
RE
FR
OM
PE
RP
EN
DIC
UL
AR
TO
CE
NT
ER
LIN
E O
F A
LC
OR
N C
IRC
LE
GR
AD
ES
SH
OW
N A
RE
FR
OM
PE
RP
EN
DIC
UL
AR
TO
CE
NT
ER
LIN
EG
RA
DE
S S
HO
WN
AR
E F
RO
M P
ER
PE
ND
ICU
LA
R T
O
CE
NT
ER
LIN
E O
F A
LC
OR
N C
IRC
LE
GR
AD
ES
SH
OW
N A
RE
FR
OM
PE
RP
EN
DIC
UL
AR
TO
CE
NT
ER
LIN
EG
RA
DE
S S
HO
WN
AR
E F
RO
M P
ER
PE
ND
ICU
LA
R T
O
N.T
.S.
N.T
.S.
N.T
.S.
N.T
.S.
N.T
.S.
TY
PIC
AL
RV
PA
D D
ET
AIL
TY
PE
AT
YP
ICA
L R
V P
AD
DE
TA
IL T
YP
E B
TY
PIC
AL
RV
PA
D D
ET
AIL
TY
PE
C
TY
PIC
AL
RV
PA
D D
ET
AIL
TY
PE
DT
YP
ICA
L R
V P
AD
DE
TA
IL T
YP
E E
NEMTRAPED
TOF
TR
ANSPO
RTATION I
PP
IS
SI
SS
M
I
RV
PA
RK
ING
LO
T D
ET
AIL
S
NS
IG
C0
2/1
1/1
6
RV
PA
D C
EN
TE
RL
INE
RV
PA
D C
EN
TE
RL
INE
RV
PA
D C
EN
TE
RL
INE
RV
PA
D C
EN
TE
RL
INE
RV
PA
D C
EN
TE
RL
INE
SE
E P
RO
FIL
ES
FO
R G
RA
DE
SS
EE
WK
-16 F
OR
ST
AT
IO
N &
SE
E P
RO
FIL
ES
FO
R G
RA
DE
SS
EE
WK
-16 F
OR
ST
AT
IO
N &
SE
E P
RO
FIL
ES
FO
R G
RA
DE
SS
EE
WK
-16 F
OR
ST
AT
IO
N &
SE
E P
RO
FIL
ES
FO
R G
RA
DE
SS
EE
WK
-16 F
OR
ST
AT
IO
N &
F
OR
GR
AD
ES
PR
OF
IL
ES
&
SE
E
FO
R S
TA
TIO
N
SE
E W
K-1
6
1
1 7/6/2016TITLE BLOCK REVISIONSME
jdavis
New Stamp
SU
PE
R S
ILT
FE
NC
E
(9 G
AG
E W
IRE
S)
2" M
ES
H F
AB
RIC
(MIN
)
8"
36" MINIMUM
2" G
AL
V.
ST
EE
L L
INE
PO
ST
2" G
AL
V.
ST
EE
L L
INE
PO
ST
(MIN
)
8"
10'-
0" M
AX
IMU
M
34" MINIMUM
SE
E S
PA
CIN
G B
EL
OW
6 O
R 9
GA
GE
TIE
WIR
ES
SE
E S
PA
CIN
G B
EL
OW
6 O
R 9
GA
GE
TIE
WIR
ES
PO
ST
TIE
DE
TA
ILS
TE
NS
ION
WIR
E
(MIN
IMU
M)
3 L
OO
PS
SP
AC
ING
(C
-C)
TIE
WIR
E
TIE
WIR
E S
PA
CIN
G
6 O
R 9
GA
GE
6"
7"
8"
9"
10"
11"
12
"
258-300
30
1-3
43
34
4-3
86
38
7-4
29
430-474
475-517
51
8
LO
AD
(lb
s)
TO
TA
L T
ES
T
FLO
W
34" M
INIM
UM
CH
AIN
LIN
K F
EN
CE
FE
NC
E 8
" M
INIM
UM
IN
TO
GR
OU
ND
EM
BE
D G
EO
TE
XT
ILE
AN
D C
HA
IN L
INK
GE
OT
EX
TIL
E
TY
PE
II
7 G
AG
E T
EN
SIO
N W
IRE
TY
PE
II
GE
OT
EX
TIL
E
TY
PE
II
GE
OT
EX
TIL
E
36
" M
INIM
UM
WIR
E
TE
NS
ION
7 G
AG
EW
IRE
TE
NS
ION
9 G
AG
E
OR
OT
HE
R A
PP
RO
VE
D M
ET
HO
DS
@ 2
4" M
AX
. IN
TE
RV
AL
S W
ITH
HO
G R
ING
S
BE
AT
TA
CH
ED
TO
TE
NS
ION
WIR
E
ME
SH
AN
D G
EO
TE
XT
ILE
TO
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
DATEREVISIONBY
WO
RK
ING
NU
MB
ER
SH
EE
T N
UM
BE
RF
ILE
NA
ME
:
DE
SIG
N T
EA
MN
SI
CH
EC
KE
D
DA
TE
9/2
9/1
5
SS
F-1
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
ROADWAY DESIGN DIVISIONMISSISSIPPI DEPARTMENT OF TRANSPORTATION
PLAN
7/12/201610:56:02SSF-1.dgn
7/12/16
NEW SHEET
ME
SP
-0303-0
0(0
12)
SS
F-1
.DG
N
77
CO
UN
TY
:
PR
OJ. N
UM
.:
FM
S C
ON
: 107179-301000
SP
-0303-00(012)
CL
AIB
OR
NE
1
jdavis
New Stamp
R11-
248
x30
RO
AD
CL
OS
ED
20
' O
.C. (T
YP
)
FR
EE
ST
AN
DIN
G D
RU
MS
R1-
136
" OCT
AGON
ST
OP
(2
TO
TA
L)
RO
AD
CL
OS
ED
SIG
N
(S
IN
GL
E S
ID
ED
)/
TY
PE
III B
AR
RIC
AD
E
W8-
9*
48x4
8SH
OULD
ER
LOW
1
3
5
7
9
11
13
15
17
19
21
23
24
68
10
12
14
16
18
20
22
24
25
26
27
29
31
33
35
37
39
41
43
45
28
30
32
34
36
38
40
42
44
46 48
50
52
54
56
58
60
62
64
65
66
47
49
51
53
55
57
59
61
63
DETENTION POND
03
06
09
0
SC
AL
E: 1
"=
30
'
MA
INT
EN
AN
CE
OF
TR
AF
FIC
.
WO
RK
IS
TO
BE
IN
CL
UD
ED
IN
TH
E P
RIC
E B
ID
FO
R
WIL
L N
OT
BE
ME
AS
UR
ED
FO
R S
EP
AR
AT
E P
AY
ME
NT
. T
HIS
AL
L T
RA
FF
IC C
ON
TR
OL
IT
EM
S S
HO
WN
ON
TH
IS S
HE
ET
NO
TE
:
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
DATEREVISIONBY
WO
RK
ING
NU
MB
ER
SH
EE
T N
UM
BE
RF
ILE
NA
ME
:
DE
SIG
N T
EA
MC
HE
CK
ED
DA
TE
02
/11
/16
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
ROADWAY DESIGN DIVISIONMISSISSIPPI DEPARTMENT OF TRANSPORTATION
PLAN
7/11/201610:40:4912790_TC.dgn
AC
CE
SS
RO
AD
RV
PA
RK
ING
LO
T
12790_T
C.d
gn
NS
I
TR
AF
FIC
CO
NT
RO
L
PR
OJE
CT
NO
. S
P-0
30
3-0
0(0
12
)
CO
UN
TY
: C
LA
IBO
RN
E
SP
-0303-00(012)
TC
-4
59
EN
GIN
EE
R.
DE
LE
TE
D A
T T
HE
DIS
CR
ET
ION
OF
TH
E
RE
MO
VE
D W
HE
N N
OT
IN
US
E.
MA
Y B
E
EX
CE
ED
S 1
-1/2
". S
HA
LL
BE
CO
VE
RE
D O
R
*
RE
QU
IRE
D W
HE
N P
AV
EM
EN
T E
DG
E D
RO
P-O
FF
1
1
7/6/2016ME
FM
S C
ON
: 1
07
17
9-3
01
00
01
WK SHT #/PRJ # REVISION
jdavis
New Stamp
OR
IGIN
AL
GR
OU
ND
LIN
E
3:1
OR
FL
AT
TE
R S
LO
PE
FR
EE
ST
AN
DIN
G
PL
AS
TIC
DR
UM
S
*E
XIS
TIN
G P
AV
'T
WO
RK
ZO
NE
2'-
6"
DE
TA
IL O
F D
RU
M P
LA
CE
ME
NT
AT
PA
VE
ME
NT
ED
GE
DR
OP
-OF
F
A.
PA
VE
ME
NT
ED
GE
DR
OP
-OF
F
IF C
ON
CR
ET
E B
AR
RIE
RS
AR
E U
SE
D,
SP
EC
IAL
RE
FL
EC
TIV
E D
EV
ICE
S O
R S
TE
AD
Y B
UR
N L
IGH
TS
SH
OU
LD
BE
US
ED
FO
R O
VE
RN
IGH
T I
NS
TA
LL
AT
ION
S.
FO
R S
HO
RT
DIS
TA
NC
ES
DU
RIN
G D
AY
LIG
HT
HO
UR
S W
HIL
E W
OR
K I
S B
EIN
G D
ON
E I
N T
HE
DR
OP
-OF
F A
RE
A.
B. D
RU
M S
PA
CIN
G
WH
ER
E L
= S
X W
S =
SP
EE
D I
N M
PH
(P
OS
TE
D O
R 8
5 P
ER
CE
NT
ILE
)
C. A
LL
TR
AF
FIC
CO
NT
RO
L I
TE
MS
SH
OW
N O
N T
HIS
SH
EE
T S
HA
LL
BE
PA
ID F
OR
UN
DE
R M
AIN
TE
NA
NC
E O
F T
RA
FF
IC.
*NO
TE
S
50
'
MIN
.
WO
RK
ZO
NE
VA
RIA
BL
ES
PA
CE
1 /
3 L
TA
PE
R
50
0' (2
)
TO
BE
US
ED
WH
EN
CO
NS
TR
UC
TIO
N V
EH
ICL
ES
(E
QU
IPM
EN
T)
EN
CR
OA
CH
ES
(1)
T
O B
E U
SE
D W
ITH
EIG
HT
(8)
FO
OT
OR
GR
EA
TE
R W
IDT
H I
MP
RO
VE
D S
HO
UL
DE
R.
ON
OR
WIT
HIN
TW
O (
2)
FE
ET
OF
TH
E S
HO
UL
DE
R B
RE
AK
.
(SE
E N
OT
E F
OR
SP
AC
ING
)
PL
AS
TIC
DR
UM
S
TY
PIC
AL
SH
OU
LD
ER
CL
OS
UR
E
W21-5
48x48SHOULDER
WORK
W8-9
48x48SHOULDER
LOW
W8-9
48x48SHOULDER
LOW
50
0'
75
0' +
O.C
.
FR
OM
BE
GIN
NIN
G T
O T
HE
EN
D O
F W
OR
K Z
ON
E
TY
PIC
AL
SH
OU
LD
ER
WO
RK
#1
(SE
E N
OT
E A
-1 T
HIS
SH
EE
T)
W21-1
36x36WORKERS
50
'
MIN
.
WO
RK
ZO
NE
VA
RIA
BL
E
30
0'
75
0+
PL
AS
TIC
DR
UM
S
(SE
E N
OT
E F
OR
SP
AC
ING
)
TY
PIC
AL
SH
OU
LD
ER
WO
RK
#2
NO
TE
:
TR
AF
FIC
CO
NT
RO
L D
ET
AIL
S
DR
UM
PL
AC
EM
EN
TA
ND
SH
OU
LD
ER
CL
OS
UR
E
5.
LE
SS
ER
TR
EA
TM
EN
TS
TH
AN
TH
OS
E D
ES
CR
IBE
D A
BO
VE
MA
Y B
E C
ON
SID
ER
ED
FO
R L
OW
-VO
LU
ME
LO
CA
L S
TR
EE
TS
.
GR
AN
UL
AR
MA
TE
RIA
L R
EQ
UIR
ED
(SA
ME
CL
AS
SIF
ICA
TIO
N A
S S
HO
UL
DE
R M
AT
ER
IAL
,
SE
E T
YP
ICA
L S
EC
TIO
NS
)
W=
WID
TH
OF
OF
FS
ET
IN
FE
ET
1. T
AN
GE
NT
S =
2 X
S
2.
TA
PE
RS
= L
/ 3
L
TA
PE
R L
EN
GT
H I
N F
EE
T=
LO
NG
ITU
DIN
AL
BU
FF
ER
(SE
E T
AB
LE
VI-
1)
W21-1a
36x36OR
W21-5
48x48SHOULDER
WORK
WO
RK
OU
TS
IDE
TH
E (
2)
FO
OT
LIM
IT A
ND
WIT
HIN
TE
N (
10)
FE
ET
OF
TH
E S
HO
UL
DE
R B
RE
AK
MA
Y B
E P
RO
TE
CT
ED
BY
SE
E N
OT
E A
-3 T
HIS
SH
EE
T.
TA
BL
E V
I-1
. G
UID
EL
INE
S F
OR
LE
NG
TH
OF
LO
NG
ITU
DIN
AL
BU
FF
ER
SP
AC
E
SP
EE
D* (
MP
H)
LE
NG
TH
(F
EE
T)
20
25
30
35
40
45
50
55
60
65
35
55
85
12
0
17
0
220
280
335
41
5
485
* P
OS
TE
D S
PE
ED
, O
FF
-PE
AK
85 P
ER
CE
NT
ILE
SP
EE
D
OP
ER
AT
ING
SP
EE
D I
N M
PH
.
PR
IOR
TO
WO
RK
ST
AR
TIN
G, O
R T
HE
AN
TIC
IPA
TE
D
PL
AC
ING
DR
UM
S A
LO
NG
TH
E S
HO
UL
DE
R E
DG
E,
30
0 F
EE
T P
RIO
R T
O A
ND
50
FE
ET
BE
YO
ND
TH
E W
OR
K A
RE
A,
OR
DIS
TA
NC
E B
ET
WE
EN
TH
E E
DG
E O
F T
RA
VE
L L
AN
E A
ND
DR
OP
-OF
F, T
HE
N D
RU
MS
, P
AN
EL
S O
R B
AR
RIC
AD
ES
MA
Y B
E U
SE
D.
OF
WO
RK
ZO
NE
SH
OU
LD
ER
AN
D A
LO
W S
HO
UL
DE
R S
IGN
(W
8-9
) A
T T
HE
BE
GIN
NIN
G A
ND
TH
RO
UG
HO
UT
TH
E W
OR
K Z
ON
E @
(7
50
'+O
.C.)
.
1. IF
LE
SS
TH
AN
TW
O A
ND
ON
E Q
UA
RT
ER
(2.2
5)
INC
HE
S-N
O P
RO
TE
CT
ION
RE
QU
IRE
D. P
LA
CE
A S
HO
UL
DE
R W
OR
K S
IGN
(W
21-5
) 500 F
EE
T I
N A
DV
AN
CE
OF
50 M
ILE
S P
ER
HO
UR
OR
GR
EA
TE
R. C
ON
ES
MA
Y B
E U
SE
D I
N P
LA
CE
OF
DR
UM
S, P
AN
EL
S, A
ND
BA
RR
ICA
DE
S D
UR
ING
DA
YL
IGH
T H
OU
RS
. F
OR
TA
NG
EN
T S
EC
TIO
NS
WIT
H S
PE
ED
S L
ES
S T
HA
N 5
0 M
ILE
S P
ER
HO
UR
AN
D F
OR
CU
RV
ES
, D
EV
ICE
S S
HO
UL
D B
E P
LA
CE
D E
VE
RY
50
FE
ET
. S
PA
CIN
G
FO
R T
AP
ER
S S
HO
UL
D B
E I
N A
CC
OR
DA
NC
E W
ITH
TH
E M
.U.T
.C.D
. (1
/ 3
L,
WH
ER
E L
IS
TH
E T
AP
ER
LE
NG
TH
IN
FE
ET
.)
3"
MA
X
2. T
WO
AN
D O
NE
QU
AR
TE
R T
O T
HR
EE
IN
CH
ES
-PL
AC
E D
RU
MS
, V
ER
TIC
AL
PA
NE
LS
OR
BA
RR
ICA
DE
S E
VE
RY
100 F
EE
T O
N T
AN
GE
NT
SE
CT
ION
S F
OR
SP
EE
DS
3.
GR
EA
TE
R T
HA
N T
HR
EE
(3
) IN
CH
ES
-PO
SIT
IVE
SE
PA
RA
TIO
N O
R W
ED
GE
WIT
H 3
:1 O
R F
LA
TT
ER
SL
OP
E N
EE
DE
D.
IF T
HE
RE
IS
EIG
HT
(8
) F
EE
T O
R M
OR
E
4.
FO
R T
EM
PO
RA
RY
CO
ND
ITIO
NS
, D
RO
P-O
FF
S G
RE
AT
ER
TH
AN
TH
RE
E (
3)
INC
HE
S M
AY
BE
PR
OT
EC
TE
D W
ITH
DR
UM
S, V
ER
TIC
AL
PA
NE
LS
OR
BA
RR
ICA
DE
S 60
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
DATEREVISIONBY
WO
RK
ING
NU
MB
ER
SH
EE
T N
UM
BE
RF
ILE
NA
ME
: d
gn
s/sh
ld
clo
su
re.d
gn
DE
SIG
N T
EA
MN
SI
CH
EC
KE
DG
CD
AT
E1
2-0
8-0
8
TC
P-S
C
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
SP
-0
30
3-0
0(0
12
)
ROADWAY DESIGN DIVISION C.A.D.D. SECTIONMISSISSIPPI DEPARTMENT OF TRANSPORTATION
PLAN
FM
S C
ON
: 1
07
17
9-3
01
00
0
PR
OJE
CT
NO
.: S
P-0
303-0
0(0
12)
CO
UN
TY
: C
LA
IBO
RN
E1
1 7/6/16ME PRJ # COUNTY BLOCK REV.
NEMTRAPED
TOF
TR
ANSPO
RTATION I
PP
IS
SI
SS
M
I
jdavis
New Stamp
GE
NE
RA
L N
OT
E:
DE
NO
TE
D B
Y T
HE
FO
LL
OW
ING
LE
GE
ND
OR
AS
DIR
EC
TE
D B
Y T
HE
EN
GIN
EE
R:
DIT
CH
LIN
ER
SO
LID
SO
D
CO
NC
RE
TE
PA
VE
D D
ITC
H
RIP
-RA
P
D D HH W
SP
EC
IF
IE
D.
RIP
-RA
P W
HE
RE
FA
BR
IC U
ND
ER
PL
AC
E G
EO
TE
XT
ILE
FL
AT
BO
TT
OM
SE
CT
ION
"V"
TY
PE
SE
CT
ION
RIP
-RA
P T
RE
AT
ME
NT
NO
TE
S:
1.
DIM
EN
SIO
NS
D, W
AN
D X
AR
E V
AR
IAB
LE
AN
D A
RE
SH
OW
N
EL
SE
WH
ER
E O
N T
HE
PL
AN
S.
TR
EA
TM
EN
T A
RE
AS
FO
LL
OW
S.
MIN
IMU
M D
EP
TH
"H
"
RIP
-R
AP
SIZ
E &
VAR. SLOPE
VAR. SLOPE
LIN
E
INIT
IAL
DIT
CH
EL
SE
WH
ER
E O
N P
LA
NS
.
LIN
ER
AS
SP
EC
IFIE
D
SO
LID
SO
D O
R D
ITC
H*
W
D
EL
SE
WH
ER
E O
N P
LA
NS
.
LIN
ER
AS
SP
EC
IFIE
D
SO
LID
SO
D O
R D
ITC
H*
"V"
TY
PE
SE
CT
ION
VAR. SLOPE
VAR. SLOPE
VARIABLE SLOPE
EL
SE
WH
ER
E O
N P
LA
NS
.
LIN
ER
AS
SP
EC
IFIE
D
SO
LID
SO
D O
R D
ITC
H*
LIN
E
INIT
IAL
DIT
CH
D
F.B
.
FL
AT
BO
TT
OM
SE
CT
ION
DE
TA
IL O
F C
ON
ST
RU
CT
ION
JO
INT
CO
NC
RE
TE
PA
VE
D D
ITC
H
DE
TA
IL O
F T
OE
WA
LL
UP
ST
RE
AM
AN
D D
OW
NS
TR
EA
M.
NO
TE
: T
OE
WA
LL
RE
QU
IRE
D
VAR.
BACK SLOPE
VAR. FORESLOPE
EQ
UA
L D
EP
TH
ON
BO
TH
SID
ES
SO
LID
SO
D T
RE
AT
ME
NT
EL
SE
WH
ER
E O
N P
LA
NS
.
LIN
ER
AS
SP
EC
IFIE
D
SO
LID
SO
D O
R D
ITC
H*
AN
CH
OR
TR
EN
CH
DE
TA
IL
DIT
CH
LIN
ER
BA
CK
FIL
L &
TA
MP
DO
WN
ST
RE
AM
EN
D A
DJO
ININ
G A
ST
RU
CT
UR
E.
AN
D E
ND
ING
OF
EA
CH
AR
EA
TO
BE
CO
VE
RE
D, E
XC
EP
T
NO
TE
: A
NC
HO
R T
RE
NC
H R
EQ
UIR
ED
AT
TH
E B
EG
INN
ING
ST
AP
LE
S
(DIT
CH
)F
LO
W(B
OT
TO
M)
PL
AN
(EX
CE
LS
IOR
BL
AN
KE
T,
JUT
E M
ES
H O
R E
RO
SIO
N C
ON
TR
OL
FA
BR
IC)
VAR.
BACK SLOPE
VAR. FORESLOPE
ST
AP
LE
ST
AP
LE
ST
AP
LE
EQ
UA
L D
EP
TH
ON
BO
TH
SID
ES
SE
CT
ION
DIT
CH
LIN
ER
TR
EA
TM
EN
T
SP
EC
IF
IE
D.
RIP
-RA
P W
HE
RE
FA
BR
IC U
ND
ER
PL
AC
E G
EO
TE
XT
ILE
2.
TH
E R
IP-R
AP
SIZ
E A
ND
MIN
IMU
M D
EP
TH
"H
" F
OR
RIP
-RA
P
1.
FO
R L
OC
AT
ION
OF
AP
PR
OP
RIA
TE
DIT
CH
TR
EA
TM
EN
TS
, S
EE
PL
AN
SH
EE
TS
AS
NO
TE
S:
3.
CH
AIR
SU
PP
OR
TS
FO
R T
HE
WIR
E M
ES
H W
ILL
NO
T B
E R
EQ
UIR
ED
. H
OW
EV
ER
,
TH
E C
ON
TR
AC
TO
R S
HA
LL
PL
AC
E T
HE
WIR
E M
ES
H I
N A
SA
TIS
FA
CT
OR
Y
AN
D W
OR
KM
AN
LIK
E M
AN
NE
R T
O E
NS
UR
E T
HA
T T
HE
FIN
AL
PO
SIT
ION
IS
RE
AS
ON
AB
LY
NE
AR
TH
E P
OS
ITIO
N I
ND
ICA
TE
D.
4. C
EN
TE
R R
OW
OF
ST
AP
LE
S M
AY
BE
OM
ITT
ED
ON
DIT
CH
LIN
ER
.*
18
"
12
"
(in
)
H
15
"1
5"
30"
2"
2"
(MIN.)
18"
EV
ER
Y 2
5'-
0".
AN
CH
OR
TO
SL
OP
E
EV
ER
Y 2
5'-
0".
AN
CH
OR
TO
SL
OP
E
D(M
INIM
UM
) =
6"
D(N
OM
INA
L)
= 9
"
W(M
INIM
UM
) =
24"
2. D
IME
NS
ION
S D
& W
AR
E A
S F
OL
LO
WS
:
6"
6"
6"1
. C
ON
CR
ET
E P
AV
ED
DIT
CH
ES
SH
AL
L B
E G
RO
OV
ED
AT
20
'-0
" I
NT
ER
VA
LS
.
TH
E G
RO
OV
ES
SH
AL
L B
E C
UT
TO
A D
EP
TH
OF
NO
T L
ES
S T
HA
N 1
".
4"
INS
ET
4" T
O 6
"
4"
INS
ET
4" T
O 6
"
4"
4"
FA
BR
IC
(N
OT
A P
AY
IT
EM
).
6 X
6 -
D1
.4 X
D1
.4 W
IR
E
6 X
6 -
W1
.4 X
W1
.4 O
R
FA
BR
IC
(N
OT
A P
AY
IT
EM
).
6 X
6 -
D1
.4 X
D1
.4 W
IR
E
6 X
6 -
W1
.4 X
W1
.4 O
R
FA
BR
IC
(N
OT
A P
AY
IT
EM
).
6 X
6 -
D1
.4 X
D1
.4 W
IR
E
6 X
6 -
W1
.4 X
W1
.4 O
R
FA
BR
IC
(N
OT
A P
AY
IT
EM
).
6 X
6 -
D1
.4 X
D1
.4 W
IR
E
6 X
6 -
W1
.4 X
W1
.4 O
R
(UP
GR
AD
E E
ND
)
ON
6" C
EN
TE
RS
RO
W O
F S
TA
PL
ES
ON
6" C
EN
TE
RS
RO
W O
F S
TA
PL
ES
300
100
(lb
s)
RIP
-R
AP
SIZ
E
X:1
X:1
X:1
X:1
1'-
0"
1'-
0"
1'-
0"
1'-
0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-
0"
1'-0"
2'-0"
2'-0"
2'-0"
2'-0"
SP
AC
ING
24" M
AX
.
FL
OW
ST
AP
LE
S (
TY
P.)
SP
AC
ING
18
" M
AX
.
3" (
TY
P.)
(T
YP
.)
3"
SP
AC
ED
@ 1
6" O
.C. (N
OT
A P
AY
IT
EM
).
#5
RO
UN
D D
EF
OR
ME
D B
AR
S,
30
" L
ON
G,
RE
QU
IRE
D
RE
QU
IRE
D
AN
CH
OR
TR
EN
CH
UN
LE
SS
OT
HE
RW
ISE
IN
DIC
AT
ED
.
WIL
L B
E V
EG
ET
AT
ED
PR
IOR
TO
TR
EA
TM
EN
T,
NO
TE
: D
ITC
HE
S T
RE
AT
ED
WIT
H D
ITC
H L
INE
R
CE
NT
ER
S.
INT
ER
VA
LS
. S
TA
PL
E O
N 1
2"
CH
EC
K S
LO
T R
EQ
UIR
ED
AT
50'-
0"
(MA
X.)
3'-
0"
EA
CH
EN
D O
N 1
2" C
EN
TE
RS
.
12" M
IN.
TR
AN
SV
ER
SE
LA
P-S
TA
PL
E
(MIN
. A
LO
NG
SL
OP
ES
)
4'-
0"
ST
AT
E
MIS
S.
9/2
9/1
5
AT
TH
E M
AX
IMU
M S
PE
CIF
IED
SP
AC
ING
.
OR
ST
AK
ED
AT
TH
E F
OU
R C
OR
NE
RS
OR
AR
E T
O B
E S
TA
PL
ED
, P
INN
ED
, P
EG
GE
D
NO
TE
: S
OL
ID S
OD
(S
TR
IPS
OR
BL
OC
KS
)
DIT
CH
TR
EA
TM
EN
TS
DE
TA
ILS
OF
TY
PIC
AL
DT
-1
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
DATEREVISIONBY
WO
RK
ING
NU
MB
ER
SH
EE
T N
UM
BE
RF
ILE
NA
ME
:
DE
SIG
N T
EA
MN
SI
CH
EC
KE
D
DA
TE
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
ROADWAY DESIGN DIVISIONMISSISSIPPI DEPARTMENT OF TRANSPORTATION
PLAN
7/12/201611:08:03DT-1.DGN
7/12/16
NEW SHEET
ME
SP
-0303-0
0(0
12)
DT
-1.D
GN
87
_A
CO
UN
TY
:
PR
OJ. N
UM
.:
FM
S C
ON
: 107179-3
01000
SP
-0303-00(012)
CL
AIB
OR
NE
1
jdavis
New Stamp
VARIA
BLE S
LOPE (C)
4" M
IN
MIN
. CO
VE
RA
GE
WID
TH
(E
)
EQ
UA
L D
EPT
H B
OT
H S
IDE
S
VARI
ABLE S
LOPE (B)
4" M
IN
PER
IME
TE
R S
LO
TB
OT
H S
IDE
S. B
AC
KFI
LL
AN
D C
OM
PA
CT
.
6"
2" T
O 3
" W
OO
D S
TA
KE
S&
ME
TA
L P
INS/
WA
SHE
RS
FLU
SH W
ITH
GR
OU
ND
C L
DE
PT
H (
D)
OV
ER
LA
P3"
LON
GIT
UD
INA
LS
TA
KE
S A
TO
VE
RL
APS
&O
UT
ER
ED
GE
S
NO
. OF
STA
ND
AR
DW
IDT
HS
RE
Q'D
(F
)
1 1/2"
6"
FORES
LOPE (C)
15" WOOD STAKE18" METAL
PIN
TR
AV
ER
SES
TA
KE
S A
TC
EN
TE
R O
FS
TR
IP A
ND
DIT
CH
BO
TT
OM
(AS
RE
Q'D
)
(A)
UP
BACK
SLOPE
TO DITCH BOTT
OM
OMIT S
TAKE IN
BOTT
OM
WHEN,
LESS T
HAN (6') BACK
SLOPE (B)
TY
PIC
AL
DIT
CH
SE
CT
ION
BE
GIN
IN
STA
LL
AT
ION
AT
DO
WN
STR
EA
M T
ER
MIN
AL
MA
T P
LA
CE
ME
NT
TA
BL
E
DIM
EN
SIO
NS
OF
MA
T P
LA
CE
ME
NT
IN
DIT
CH
(IN
DIV
IDU
AL
38"
WID
TH
RO
LL
S)
EL
EM
EN
TS
OF
MA
TSI
DE
SL
OPE
CO
MB
INA
TIO
NS
FOR
ESL
OPE
- B
AC
KSL
OPE
3:1
& 3
:14:1
& 3
:1PL
AC
EM
EN
T6:1
& 3
:16:1
& 4
:16:1
& 6
:1
(A)
UP
BA
CK
SLO
PE T
OD
ITC
H B
OT
TO
M1' -
7"
1' -
1"
0' -
4"
0' -
10"
0' -
1 1
/2"
(B) B
AC
KSL
OPE
4' -
0"
3' -
6"
2' -
9"
3' -
3"
3' -
5 1
/2"
(C) F
OR
ESL
OPE
4' -
0"
4' -
6"
5' -
3"
4' -
9"
5' -
5 1
/2"
(D)
DE
PTH
OF
CO
VE
RA
GE
1' -
3"
1' -
1"
0' -
10"
0' -
9"
0' -
11"
(E)
WID
TH
OF
CO
VE
RA
GE
7' -
7"
7' -
8"
7' -
9"
7' -
10"
10
' - 9
"
(F)
MIN
IMU
M N
UM
BE
R O
FST
AN
D, W
IDT
H S
TR
IPE
S3
33
34
(B)+
(C)
TO
TA
L C
OV
ER
AG
EO
N S
LO
PE
S8
' -
0"
8' -
0"
8' -
0"
8' -
0"
10
' - 1
1"
SQ. Y
DS.
/ L
IN. F
T.
0.8
90.8
90
.89
0.8
91
.22
MU
LT
I -
WID
TH
WE
LD
ED
SE
AM
MA
T (
WE
LD
ED
38"
WID
TH
ST
RIP
S)
(B)+
(C)
TO
TA
L C
OV
ER
AG
E
MU
LT
I-W
IDT
H R
OL
LS
SQ. Y
DS.
/ L
IN. F
T.
8' -
3"
8' -
3"
8' -
3"
8' -
3"
11
' - 3
1/2
"
0.9
20.9
20
.92
0.9
21
.25
GE
NE
RA
L IN
STR
UC
TIO
NS
1.
BE
GIN
IN
STA
LL
AT
ION
AT
DO
WN
STR
EA
M T
ER
MIN
AL
AN
D P
RO
GR
ESS
UPS
TR
EA
M.
2.
FIR
ST R
OL
L I
S A
LIG
NE
D F
RO
M D
ITC
H B
OT
TO
M U
P B
AC
KSL
OPE
(SE
E M
AT
PL
AC
EM
EN
T T
AB
LE
) A
ND
UN
DE
R
MO
DE
RA
TE
TE
NSI
ON
TE
MPO
RA
RIL
Y S
TA
KE
D T
O M
AIN
TA
IN P
RO
PER
DE
SIG
N C
OV
ER
AG
E A
LIG
NM
EN
T.
3.
WO
RK
ING
OU
TW
AR
D F
RO
M D
ITC
H B
OT
TO
M T
O E
DG
ES,
SU
BSE
QU
EN
T A
DJA
CE
NT
RO
LL
S FO
LL
OW
IN
ST
AG
GE
RE
D S
EQ
UE
NC
E U
ND
ER
MO
DE
RA
TE
TE
NSI
ON
.
4.
OV
ER
LA
P M
AT
SE
AM
S 3
INC
HE
S A
ND
ST
AK
E A
T 3
FO
OT
IN
TE
RV
AL
S W
ITH
ST
AK
ES
AL
IGN
ED
LO
NG
ITU
DIN
AL
LY
TO
DIT
CH
AN
D D
IAG
ON
AL
ED
GE
OF
STA
KE
TO
TH
E U
PST
RE
AM
. OU
TE
R E
DG
ES
(PE
RIM
ET
ER
) O
F M
AT
AR
E S
TA
KE
D
SIM
ILA
RL
Y.
5.
ST
AK
E T
HE
CE
NT
ER
OF
EA
CH
MA
T S
TR
IP A
ND
WH
EN
RE
QU
IRE
D A
LO
NG
TH
E D
ITC
H B
OT
TO
M A
T 6
- F
OO
T
INT
ER
VA
LS
STA
GG
ER
ED
BE
TW
EE
N T
HE
3 -
FO
OT
SPA
CIN
G O
F O
VE
RL
AP
AN
D O
UT
ER
ED
GE
ST
AK
ES
WIT
H T
HE
BR
OA
DSI
DE
TO
TH
E F
LO
W D
IRE
CT
ION
AN
D D
IAG
ON
AL
ED
GE
TO
WA
RD
TH
E U
PSL
OPE
.
6.
US
E 3
- F
OO
T O
VE
RL
AP
AT
EN
D O
F M
AT
RO
LL
SP
LIC
ES
WIT
H U
PG
RA
DE
ST
RIP
ON
TO
P, S
TA
KE
D I
N T
WO
RO
WS
30 I
NC
HE
S A
PAR
T, A
ND
ST
AK
ES
18 I
NC
HE
S A
PAR
T A
CR
OSS
FU
LL
WID
TH
.
7.
TR
AN
SE
RS
E C
HE
CK
SL
OT
S 6
- I
NC
H W
IDT
H B
Y 9
- I
NC
H D
EP
TH
AR
E E
XC
AV
AT
ED
AT
25
- F
OO
T I
NT
ER
VA
LS
WIT
H S
TA
KE
S 1
2 IN
CH
ES
APA
RT
FU
LL
WID
TH
OF
TR
EA
TM
EN
T, W
EL
DE
D S
EA
M M
UL
TI-
WID
TH
MA
T W
ILL
HA
VE
SIM
ILA
R T
RA
NSV
ER
SE C
HE
CK
S O
MIT
TIN
G E
XC
AV
AT
ED
SL
OT
ON
LY
.
8.
EN
D I
NST
AL
LA
TIO
N A
T U
PST
RE
AM
TE
RM
INA
L. T
EM
POR
AR
ILY
ST
AK
ING
MA
Y B
E P
LA
CE
D T
O B
EC
OM
E P
AR
T
OF
PER
MA
NE
NT
ST
AK
ING
PA
TT
ER
N.
25' I
NT
ER
VA
L E
XC
AV
AT
ED
TR
AN
SVE
RSE
CH
EC
K S
LO
T3
'E
DG
ES
1 1/
2"R
OL
L N
O. 2
38"
RO
LL
NO
. 1
RO
LL
NO
. 3
6"PE
RIM
ET
ER
SL
OT
INST
AL
LU
PHIL
L
C L
UPH
ILL
TO PE
RIM
ET
ER
SL
OT
6"
ST
AK
ES
6'
LC
BACKSLOPEEQUAL DEPTH B
OTH SIDES
FORESLOPE
LCD
ITC
HB
OTT
OM
12"12"
6"
30"
3' O
VE
RL
AP
SPL
ICE
6"
18"
18"
6'
CE
NT
ER
STR
IP
1 1/
2"3
'18"
38"
38"
3"
3'
3'
3'
SEQ
UE
NT
IAL
RO
LL
RU
N O
UT
IN D
ITC
H W
ITH
ST
AK
ING
DE
TA
IL
2'
12"
12"
3'
30"
GR
OU
ND
LIN
EPR
EPA
RE
D F
OR
TR
EA
TM
EN
T
CU
T T
ER
MIN
AL
SL
OT
STA
KE
MA
T I
NT
O S
LO
T W
ITH
12"
MA
T A
BO
VE
SL
OT
- S
TA
KE
S12
" A
PAR
T F
UL
L W
IDT
H.
BA
CK
FIL
L A
ND
CO
MPA
CT
TE
RM
IAN
L S
LO
T
2" T
O 3
" -
WO
OD
ST
AK
ES
ME
AT
L P
INS
- W
AS
HE
RS
DR
IVE
N F
LU
SH W
ITH
GR
OU
ND
.
A.
RO
LL
MA
T U
PST
RE
AM
OV
ER
BA
CK
FIL
LE
D T
ER
MIN
AL
.B
. ST
AK
E M
AT
DO
WN
TO
AN
CH
OR
TE
RM
INA
L, 1
8" A
PAR
T A
CR
OSS
IN 2
RO
WS
.C
. P
RO
GR
ES
S U
PS
TR
EA
M W
ITH
RO
LL
.
ST
EP
4
ST
EP
3
ST
EP
2
ST
EP
1
25 -
FO
OT
IN
TE
RV
AL
TR
AN
SVE
RSE
CH
EC
K S
LO
T(F
OR
IND
IVID
UA
L R
OL
LS*
)
ST
EP
1
ST
EP
2
6"
9"
30"
A.
CU
T C
HE
CK
SL
OT
.B
. R
OL
L M
AT
NE
AR
CH
EC
K S
LO
T.
TE
MPO
RA
RIL
Y S
TA
KE
MA
T U
ND
ER
UN
DE
R M
OD
ER
AT
E T
EN
SIO
N 8
' TO
10'
BE
LO
W S
LO
T. S
TA
KE
S M
AY
BE
CO
ME
PER
MA
NE
NT
.T
EM
POR
AR
Y S
TA
KE
WO
RK
UPS
TR
EA
M A
CR
OSS
CH
EC
K S
LO
T L
AP
BA
CK
30"
.
ST
EP
3T
UC
K M
AT
LA
P IN
TO
SL
OT
AN
DST
AK
E A
T 1
2" A
PAR
T F
UL
L W
IDT
H.
TE
NS
ION
MA
TO
VE
R C
RE
ST
TEMPO
RARY 15' T
O 20'
AS NEC
ESSARY
ST
EP
4A
. B
AC
KFI
LL
AN
D C
OM
PAC
T, P
RO
GR
ESS
UPS
TR
EA
M.
B.
PUL
L O
UT
TE
MPO
RA
RY
ST
AK
ES
WH
EN
NO
LO
NG
ER
NE
ED
ED
FO
R T
EN
SIO
NIN
G, O
R M
AY
BE
CO
ME
PE
RM
AN
EN
TST
AK
ING
PA
TT
ER
N.
* W
HE
N M
UL
TI-
WID
TH
(W
EL
DE
D S
EA
M)
RO
LL
S A
RE
US
ED
,O
MIT
EX
CA
VA
TE
D C
HE
CK
SL
OT
AN
D R
EPL
AC
E W
ITH
A R
OW
OF
ST
AK
ES
ON
E (
1) F
OO
T A
PA
RT
AT
25
- F
OO
TIN
TE
RV
AL
S (S
EE
DE
TA
ILS)
. TE
MPO
RA
RY
ST
AK
ES
NO
T R
EQ
UIR
ED
.
EN
D IN
STA
LL
AT
ION
AT
UPS
TR
EA
MT
ER
MIN
AL
2'
12"
2'
ST
EP
2
ST
EP
3
ST
EP
1C
UT
TE
RM
INA
L S
LO
T, R
OL
L M
AT
TO
SL
OT
.T
EN
SIO
N A
ND
PL
AC
E T
EM
POR
AR
Y S
TA
KE
2'
BE
LO
W.
TE
MPO
RA
RY
ST
AK
E
SN
UG
MA
T I
NT
O S
LO
T W
ITH
ST
AK
ES
.
A.
STA
KE
MA
T I
NT
O S
LO
T 1
2" A
PAR
T F
UL
L W
IDT
H.
B.
BA
CK
FIL
L A
ND
CO
MPA
CT
.
2'
12"
30"
ST
EP
4
A.
RE
VE
RSE
MA
T. R
OL
L D
IRE
CT
ION
TO
OV
ER
LA
Y S
LO
T B
Y 3
FE
ET
.B
. S
TA
KE
MA
T T
O A
NC
HO
R T
ER
MIN
AL
, 18"
AP
AR
T A
CR
OS
S I
N 2
RO
WS
.C
. T
EM
POR
AR
Y S
TA
KE
S M
AY
BE
RE
MO
VE
D O
R D
RIV
EN
TO
RE
MA
IN.
D.
CU
T R
OL
L O
F M
AT
EV
EN
LY
FU
LL
WID
TH
.E
. A
DJO
ININ
G D
ITC
H T
RE
AT
ME
NT
S SH
AL
L B
E A
NC
HO
RE
D A
PPR
OPR
IAT
EL
Y.
GE
NE
RA
L N
OT
ES
1. W
HE
N M
ET
AL
PIN
S W
ITH
WA
SHE
RS
AR
E P
ER
MIT
TE
DIN
PL
AC
E O
F W
OO
D S
TA
KE
S, T
HE
ME
TA
L P
INS
AR
ED
RIV
EN
TO
ASS
UR
E T
HA
T T
HE
WA
SHE
RS
WIT
H M
AT
UN
DE
RN
EA
TH
AR
E F
LU
SH W
ITH
TH
E G
RO
UN
D L
EA
VIN
GN
O P
RO
JEC
TIO
N O
F T
HE
PIN
S A
BO
VE
TH
E G
RO
UN
D L
INE
.
2. S
OIL
RE
INFO
RC
ING
MA
T S
HA
LL
BE
USE
D W
HE
RE
SH
OW
NO
N T
HE
PL
AN
S, O
R A
S D
IRE
CT
ED
BY
TH
E E
NG
INE
ER
. TH
EFO
LL
OW
ING
DE
SIG
NA
TIO
N S
HA
LL
BE
USE
D.
SOIL
RE
INFO
RC
ING
MA
T
DIT
CH
BO
TTO
M
UPH
ILL
TO
3' E
DG
ES
38"
1 1/
2"
12"
12"
C LST
AK
ES
6'
3'
3' E
DG
ES
6'
CE
NT
ER
OF
STR
IP
MU
LT
I-W
IDT
HR
OL
L3
@ 3
8"
WE
LD
ED
SE
AM
SST
AK
E T
O S
IDE
OF
WE
LD
ED
SE
AM
S
6"
PER
IME
TE
RSL
OT FL
OW
DIT
CH
BO
TTO
M
INST
AL
LU
PHIL
L
PER
IME
TE
RSL
OT
INST
AL
LU
PHIL
L 18"
3'
18"
1 1/
2"
1 1/
2"
INST
AL
LU
PHIL
L
UPG
RA
DE
ST
RIP
ON
TO
P38"
30"
18"
12"
12"
6"
3' O
VE
RL
AP
SPL
ICE
25' I
NT
ER
VA
LT
RA
NSV
ER
SE R
OW
CH
EC
K S
TA
KE
S
6'
CE
NT
ER
OF
STR
IP
DIT
CH
BO
TT
OM
FLO
WC
C
LL
BOTH SIDES
BACKSLOPE
DEPTH6'
EQUAL
FORESLOPE
MU
LT
I-W
IDT
H W
EL
DE
D S
EA
M M
AT
RU
N O
UT
IN
DIT
CH
WIT
H S
TA
KIN
G D
ET
AIL
6"
DIT
CH
TR
EA
TM
EN
T
INS
TA
LL
AT
ION
DE
TA
ILF
OR
SO
IL R
EIN
FO
RC
ING
MA
T
9"
9/2
9/1
5
DT
-1A
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
DATEREVISIONBY
WO
RK
ING
NU
MB
ER
SH
EE
T N
UM
BE
RF
ILE
NA
ME
:
DE
SIG
N T
EA
MN
SI
CH
EC
KE
D
DA
TE
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
ROADWAY DESIGN DIVISIONMISSISSIPPI DEPARTMENT OF TRANSPORTATION
PLAN
7/12/201611:09:50dt-1a.dgn
7/12/16
NEW SHEET
ME
SP
-0303-0
0(0
12)
DT
-1A
.DG
N
87
_B
CO
UN
TY
:
PR
OJ. N
UM
.:
FM
S C
ON
: 107179-3
01000
SP
-0303-00(012)
CL
AIB
OR
NE
1
jdavis
New Stamp
SURFACE FLO
W
DIR
ECTIO
N(T
YPIC
AL)
SIN
GL
E O
R D
OU
BL
E W
IN
G I
NL
ET
FLO
W
DR
OP
IN
LE
T
DR
OP
IN
LE
T P
RO
TE
CT
IO
N
NO
TE
S:
SE
CT
IO
N B
-B
(SE
E I
NL
ET
DE
TA
ILS
)
TE
MP
OR
AR
Y D
RA
IN
B
B
15' IN
SID
E D
IA.
3.
TR
EN
CH
IN
G O
F W
AT
TL
ES
MA
Y B
E N
EC
ES
SA
RY
IF
PIP
IN
G B
EC
OM
ES
EV
ID
EN
T.
2.
OV
ER
LA
P E
ND
S O
F W
AT
TL
ES
PE
R M
AN
UF
AC
TU
RE
RS
RE
CO
MM
EN
DA
TIO
NS
(1
'MIN
.,3
'MA
X.)
.
E
FF
EC
TIV
EL
Y S
EC
UR
ES
TH
E W
AT
TL
E. S
TA
KE
SP
AC
IN
G S
HA
LL
BE
A M
AX
IM
UM
OF
TH
RE
E F
EE
T.
1.
AN
CH
OR
IN
G S
TA
KE
S S
HA
LL
BE
SIZ
ED
, S
PA
CE
D,
AN
D B
E O
F A
MA
TE
RIA
L T
HA
T
CU
RB
IN
LE
T P
RO
TE
CT
IO
N (
ST
AG
E 2
)
HA
Y B
AL
ES
NO
T A
CC
EP
TA
BL
E D
UR
ING
TH
IS S
TA
GE
.
SIL
T F
EN
CE
OR
SA
ND
BA
GS
MA
Y A
LS
O B
E U
SE
D F
OR
TH
IS A
PP
LIC
AT
ION
.
NO
TE
:
OF
WA
TT
LE
S
IN
LE
T P
RO
TE
CT
ION
DE
TA
ILS
9/2
9/1
5
20"
FL
OW
BO
TT
OM
CH
AN
NE
L
1.5' MIN.
20"
FL
OW
(DO
NO
T A
NC
HO
R T
HR
OU
GH
NE
TT
ING
)
WO
OD
ST
AK
E
TW
INE
OR
AL
UM
INU
M W
IRE
LA
SH
ST
AK
ES
TO
GE
TH
ER
WIT
H E
ITH
ER
BA
LIN
G
EC
D-13
SA
ND
BA
GS
AR
E U
SE
D I
N T
HIS
AP
PL
ICA
TIO
N T
HE
Y W
ILL
NO
T B
E A
SE
PE
RA
TE
PA
Y I
TE
M.
MA
Y B
E U
SE
D I
N L
IEU
OF
WO
OD
ST
AK
ES
IN
OR
DE
R T
O S
EC
UR
E W
AT
TL
ES
IN
PL
AC
E. IF
4. IN
TH
E E
VE
NT
WA
TT
LE
S C
AN
NO
T B
E S
EC
UR
ED
IN
PL
AC
E U
SIN
G W
OO
D S
TA
KE
S, S
AN
D B
AG
S
20
" W
AT
TL
E O
R 1
2" W
AT
TL
E
20
" W
AT
TL
E O
R 1
2" W
AT
TL
E
12" W
AT
TL
E
20
" W
AT
TL
E O
R
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
DATEREVISIONBY
WO
RK
ING
NU
MB
ER
SH
EE
T N
UM
BE
RF
ILE
NA
ME
:
DE
SIG
N T
EA
MN
SI
CH
EC
KE
D
DA
TE
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
ROADWAY DESIGN DIVISIONMISSISSIPPI DEPARTMENT OF TRANSPORTATION
PLAN
7/12/201610:58:19ECD-13.dgn
7/12/16
NEW SHEET
ME
SP
-03
03
-00
(01
2)
EC
D-1
3.D
GN
85
_A
CO
UN
TY
:
PR
OJ. N
UM
.:
FM
S C
ON
: 107179-3
01000
SP
-0303-00(012)
CL
AIB
OR
NE
1
jdavis
New Stamp
> I
NL
ET
PL
AN
SE
CT
IO
N "
A-A
"
IN
LE
T
AA
FL
OW
FL
OW
CO
AR
SE
SC
RE
EN
TO
P
PR
OT
EC
TIO
N D
EV
ICE
FR
AM
E
FA
BR
IC F
ILT
ER
CO
VE
R O
F N
ON
-WO
VE
N F
AB
RIC
AN
D A
NC
HO
R B
AS
E O
F F
AB
RIC
FIL
TE
R C
OV
ER
.
AG
GR
EG
AT
E U
SE
D T
O F
ILL
PO
CK
ET
S
> I
NL
ET
PL
AN
SE
CT
IO
N "
A-A
"
IN
LE
T
AA
FL
OW
FL
OW
CO
AR
SE
SC
RE
EN
TO
P
PR
OT
EC
TIO
N D
EV
ICE
FR
AM
E
FA
BR
IC F
ILT
ER
CO
VE
R O
F N
ON
-WO
VE
N F
AB
RIC
AN
D A
NC
HO
R B
AS
E O
F F
AB
RIC
FIL
TE
R C
OV
ER
.
AG
GR
EG
AT
E U
SE
D T
O F
ILL
PO
CK
ET
S
S
HO
UL
D B
E A
MIN
IM
UM
OF
6" B
EL
OW
TH
E E
LE
VA
TIO
N O
F T
HE
OU
TS
ID
E E
DG
E O
F T
HE
IN
SID
E S
HO
UL
DE
R.
4. F
OR
ME
DIA
N I
NL
ET
PR
OT
EC
TIO
N, T
HE
EL
EV
AT
IO
N O
F T
HE
CO
AR
SE
SC
RE
EN
TO
P
3. U
SE
ON
LY
DU
RIN
G S
TA
GE
3 O
R S
TA
GE
4 I
NL
ET
CO
NS
TR
UC
TIO
N.
D
EV
IC
E O
VE
R P
AV
ED
DIT
CH
OR
FL
UM
E.
S
TO
NE
IS
RE
QU
IR
ED
WH
EN
AN
CH
OR
IN
G T
HE
MA
NU
FA
CT
UR
ED
IN
LE
T P
RO
TE
CT
IO
N
2.
FIL
L P
OC
KE
TS
AR
OU
ND
BA
SE
OF
FIL
TE
R C
OV
ER
WIT
H #
57
ST
ON
E O
R S
OIL
.
D
IR
EC
TE
D B
Y T
HE
EN
GIN
EE
R.
S
EL
EC
TE
D F
RA
ME
BA
SE
SH
OU
LD
PR
OV
ID
E B
ES
T S
EA
L A
RO
UN
D I
NL
ET
AS
1. F
RA
ME
S W
IT
H E
IT
HE
R S
QU
AR
E O
R C
IR
CU
LA
R B
AS
ES
MA
Y B
E U
SE
D.
N
OT
ES
:
9/2
9/1
5
EC
D-14
INL
ET
PR
OT
EC
TIO
N D
EV
ICE
DE
TA
ILS
OF
MA
NU
FA
CT
UR
ED
INL
ET
PR
OT
EC
TIO
N
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
DATEREVISIONBY
WO
RK
ING
NU
MB
ER
SH
EE
T N
UM
BE
RF
ILE
NA
ME
:
DE
SIG
N T
EA
MN
SI
CH
EC
KE
D
DA
TE
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
ROADWAY DESIGN DIVISIONMISSISSIPPI DEPARTMENT OF TRANSPORTATION
PLAN
7/12/201611:00:03ECD-14.dgn
7/12/16
NEW SHEET
ME
SP
-03
03
-00
(01
2)
EC
D-1
4.D
GN
85
_B
CO
UN
TY
:
PR
OJ. N
UM
.:
FM
S C
ON
: 107179-301000
SP
-0303-00(012)
CL
AIB
OR
NE
1
jdavis
New Stamp
CO
NT
AIN
ME
NT
SY
ST
EM
CU
RB
AN
D G
UT
TE
R S
ED
IM
EN
T
PL
AN
VIE
W
SE
CT
IO
N A
-A
DR
OP
IN
LE
T
FL
OW
AA
OV
ER
LA
P O
NT
O C
UR
B
SA
ND
BA
GS
TO
"S
" I
NL
ET
ON
GR
AD
E
SIN
GL
E W
ING
ED
FL
OW
TR
AV
EL
WA
Y
FL
OW
OV
ER
LA
P O
NT
O C
UR
B
SA
ND
BA
GS
TO
FL
OW
FL
OW
FLO
W
TR
AV
EL
WA
YFLO
W
CU
RB
AN
D G
UT
TE
R
TY
PIC
AL
(S
AN
D B
AG
) P
RO
TE
CT
IO
N F
OR
IN
LE
T O
N G
RA
DE
TY
PIC
AL
(S
AN
D B
AG
) P
RO
TE
CT
IO
N F
OR
IN
LE
T I
N S
AG
SA
ND
BA
G B
AR
RIE
R
DR
OP
IN
LE
T
TR
AV
EL
WA
YO
VE
RF
LO
W P
AT
HS
NO
TE
: T
HE
FL
OW
-LIN
E B
AG
MU
ST
BE
LO
WE
R T
HA
N T
HE
TO
P O
F T
HE
CU
RB
.C
UR
B A
ND
GU
TT
ER
FL
OW
2'
2'
FL
OW
8' D
IA.(
MIN
.)
TH
AN
TH
E T
OP
OF
CU
RB
FL
OW
-LIN
E M
US
T B
E L
OW
ER
(3 S
AN
D B
AG
S W
IDE
MIN
.)
SP
ILL
WA
Y
(1 S
AN
D B
AG
HIG
H)
SP
ILL
WA
Y
(80
BA
GS
MIN
.)
3 B
AG
S H
IGH
AN
D S
TA
GG
ER
ED
.
NO
GA
PS
AR
E E
VID
EN
T.
PL
AC
E S
AN
D B
AG
S S
O T
HA
T
NO
TE
:
CO
NT
AIN
ME
NT
SY
ST
EM
CU
RB
AN
D G
UT
TE
R S
ED
IM
EN
T
PL
AN
VIE
W
SE
CT
IO
N A
-A
DR
OP
IN
LE
T
FL
OW
AA
OV
ER
LA
P O
NT
O C
UR
B
SA
ND
BA
GS
TO
"S
" I
NL
ET
ON
GR
AD
E
SIN
GL
E W
ING
ED
FL
OW
TR
AV
EL
WA
Y
FL
OW
OV
ER
LA
P O
NT
O C
UR
B
SA
ND
BA
GS
TO
FL
OW
FL
OW
FLO
W
TR
AV
EL
WA
YFLO
W
CU
RB
AN
D G
UT
TE
R
TY
PIC
AL
(S
AN
D B
AG
) P
RO
TE
CT
IO
N F
OR
IN
LE
T O
N G
RA
DE
TY
PIC
AL
(S
AN
D B
AG
) P
RO
TE
CT
IO
N F
OR
IN
LE
T I
N S
AG
SA
ND
BA
G B
AR
RIE
R
DR
OP
IN
LE
T
TR
AV
EL
WA
YO
VE
RF
LO
W P
AT
HS
NO
TE
: T
HE
FL
OW
-LIN
E B
AG
MU
ST
BE
LO
WE
R T
HA
N T
HE
TO
P O
F T
HE
CU
RB
.C
UR
B A
ND
GU
TT
ER
FL
OW
2'
2'
FL
OW
8' D
IA.(
MIN
.)
TH
AN
TH
E T
OP
OF
CU
RB
FL
OW
-LIN
E M
US
T B
E L
OW
ER
(3 S
AN
D B
AG
S W
IDE
MIN
.)
SP
ILL
WA
Y
(1 S
AN
D B
AG
HIG
H)
SP
ILL
WA
Y
(80
BA
GS
MIN
.)
3 B
AG
S H
IGH
AN
D S
TA
GG
ER
ED
.
NO
GA
PS
AR
E E
VID
EN
T.
PL
AC
E S
AN
D B
AG
S S
O T
HA
T
NO
TE
:
DE
TA
ILS
OF
SA
ND
BA
G
INL
ET
PR
OT
EC
TIO
N
A
RO
UN
D I
T'S
PE
RIM
ET
ER
TO
CO
NT
RO
L S
ED
IME
NT
.
5.
IF D
EN
UD
ED
AR
EA
S E
XIS
T B
EH
IND
TH
E I
NL
ET
, A
SE
DIM
EN
T B
AR
RIE
R S
HO
UL
D B
E I
NS
TA
LL
ED
CU
RB
IN
LE
T P
RO
TE
CT
ION
NO
TE
S:
1. T
HIS
CU
RB
IN
LE
T P
RO
TE
CT
ION
ME
TH
OD
CA
N B
E U
SE
D D
UR
ING
AN
Y S
TA
GE
OF
BA
SE
AN
D P
AV
EM
EN
T C
ON
ST
RU
CT
ION
.
2.
BA
G H
EIG
HT
AN
D N
UM
BE
R O
F B
AG
S S
HO
UL
D B
E B
AS
ED
ON
CU
RB
HE
IGH
T A
ND
US
E O
F T
RA
VE
LW
AY
.
I
NL
ET
PR
OT
EC
TIO
N A
RE
FO
R S
EC
ON
DA
RY
CO
NT
RO
L.
3.
SE
DIM
EN
T S
HO
UL
D B
E C
ON
TR
OL
LE
D P
RIO
R T
O E
NT
ER
ING
GU
TT
ER
. G
UT
TE
R C
HE
CK
S A
ND
S
UR
FA
CE
S A
ND
DIS
PO
SE
OF
AP
PR
OP
RIA
TE
LY
AW
AY
FR
OM
IN
LE
TS
AN
D/O
R W
AT
ER
BO
DIE
S.
4.
RE
MO
VE
AC
CU
MU
LA
TE
D S
ED
IME
NT
AF
TE
R E
VE
RY
RA
INF
AL
L.
SW
EE
P S
ED
IME
NT
FR
OM
HA
RD
9/2
9/1
5
EC
D-15
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
DATEREVISIONBY
WO
RK
ING
NU
MB
ER
SH
EE
T N
UM
BE
RF
ILE
NA
ME
:
DE
SIG
N T
EA
MN
SI
CH
EC
KE
D
DA
TE
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
ROADWAY DESIGN DIVISIONMISSISSIPPI DEPARTMENT OF TRANSPORTATION
PLAN
7/12/201611:01:37ECD-15.dgn
7/12/16
NEW SHEET
ME
SP
-03
03
-00
(01
2)
EC
D-1
5.D
GN
85
_C
CO
UN
TY
:
PR
OJ. N
UM
.:
FM
S C
ON
: 107179-3
01000
SP
-0303-00(012)
CL
AIB
OR
NE
1
jdavis
New Stamp
PR
OF
ILE
GR
AD
E
NO
RM
AL
CR
OW
NA
PP
RO
X.
0.7
LA
PP
RO
X.
0.3
L
C P
RO
FIL
E G
RA
DE
L
C L
X
C P
RO
FIL
EL
1
SE
CT
ION
PL
AN
PR
OF
ILE
DIA
GR
AM
MA
TIC
PL
AN
AN
D P
RO
FIL
E
SU
PE
RE
LE
VA
TIO
N R
UN
OF
F (
L)
OU
TS
IDE
ED
GE
OF
TR
AV
EL
ED
WA
Y
INS
IDE
ED
GE
OF
TR
AV
EL
ED
WA
Y
INSIDE EDGE OF TRAVELED
WAY
OUTSIDE EDGE OF TRAVELED
WAY
GE
NE
RA
L N
OT
ES
:
NO
RM
AL
CR
OW
N
SE
=3
% T
O 6
%
SE
=2
% T
O 3
%
PO
INT
OF
RE
VE
RS
E C
RO
WN
PC
- 0
.7L PL
AN
GR
AD
E
CU
RB
2%
2%
PL
AN
GR
AD
E
CU
RB
2%
0%
PL
AN
GR
AD
E
CU
RB
2%
PL
AN
GR
AD
E
CU
RB
SE
SE
TR
AV
EL
ED
WA
Y
PL
AN
GR
AD
E
CU
RB
SE
SE
2%
CU
RB
4%
CU
RB
4%
CU
RB
4%
CU
RB
4%
CU
RB
4%
SE
SE
2%
2%
2%
0%
2%
2%
SE
SE
TR
AV
EL
ED
WA
Y
TR
AV
EL
ED
WA
Y
TR
AV
EL
ED
WA
Y
TR
AV
EL
ED
WA
Y
DE
TA
ILS
OF
SH
OU
LD
ER
TR
EA
TM
EN
T
SH
OU
LD
ER
SH
OU
LD
ER
SH
OU
LD
ER
SH
OU
LD
ER
SH
OU
LD
ER
SH
OU
LD
ER
SH
OU
LD
ER
SH
OU
LD
ER
SH
OU
LD
ER
SH
OU
LD
ER
4%
4%
4%
4%
4%
*****
*
SE
CT
ION
CU
T
SE
CT
ION
FIL
L
*****
TA
NG
EN
T R
UN
OU
T (
25')
X =
L1
[]
WH
ER
E A
SID
EW
AL
K I
S R
EQ
UIR
ED
.
PL
AC
ED
AT
EX
CE
SS
IVE
AN
GU
LA
R B
RE
AK
S.
IS U
SE
D D
IRE
CT
LY
FO
R R
OT
AT
ION
OF
1-L
AN
E W
IDT
H
TO
TH
E D
ES
IG
N S
PE
ED
(IN
mp
h) S
HO
UL
D B
E
(UR
BA
N F
AC
ILIT
Y,
V<
45
mp
h)
L (
2 L
AN
ES
) =
1.5
(L
) (
TA
BL
E)
L (
3 L
AN
ES
) =
2.0
(L
) (T
AB
LE
)
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
DATEREVISIONBY
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
WO
RK
ING
NU
MB
ER
SH
EE
T N
UM
BE
R
IS
SU
E D
AT
E:
FO
R G
RE
AT
ER
WID
TH
S O
F R
OT
AT
ION
:
(i.e
., T
WO
12' L
AN
ES
RO
TA
TE
D A
BO
UT
TH
E C
EN
TE
RL
INE
).
SL
OP
E
NO
RM
AL
CR
OW
N
SU
PE
RE
LE
VA
TIO
N (
)
FU
LL
12( )
12(N
C S
LO
PE
)
2. S
UP
ER
EL
EV
AT
ION
RU
NO
FF
LE
NG
TH
(L
) F
RO
M T
AB
LE
3.
A V
ER
TIC
AL
CU
RV
E W
ITH
A L
EN
GT
H (
IN F
EE
T)
EQ
UA
L
4. T
HE
MA
XIM
UM
CR
OS
S S
LO
PE
AL
LO
WE
D W
ILL
BE
2%
1.
SE
RA
TE
IS
DE
TE
RM
INE
D F
RO
M A
RA
DIU
S E
QU
AL
TO
OR
SL
IGH
TL
Y S
MA
LL
ER
TH
AN
, T
HE
RA
DIU
S O
F T
HE
CU
RV
E.
EL
SE
WH
ER
E O
N P
LA
NS
.
NO
TE
: T
YP
ICA
L, O
R A
S S
HO
WN
KE
Y:
L =
MIN
IMU
M L
EN
GT
H O
F S
UP
ER
EL
EV
AT
ION
RU
NO
FF
V =
DE
SIG
N S
PE
ED
(m
ph
)
(FR
OM
AD
VE
RS
E C
RO
WN
RE
MO
VE
D T
O F
UL
L S
UP
ER
) (f
t)
L(ft)
eR
(ft)
max
min
R =
RA
DIU
S O
F C
UR
VE
(ft)
=
FU
LL
SU
PE
RE
LE
VA
TIO
N R
AT
E (
ft/
ft)R
(ft)
R (ft)
R (ft)
R (ft)
R (ft)
L(ft)
L(ft)
L(ft)
L(ft)
L(ft)
V =
20 m
ph
V =
25 m
ph
V =
30 m
ph
V =
35 m
ph
V =
40 m
ph
V =
45
mp
h
min
min
min
min
min
CE
NT
ER
LIN
E
RO
TA
TIO
N A
BO
UT
TR
AN
SIT
ION
SU
PE
RE
LE
VA
TIO
N
SD
SE
-2G
PC OR PT
e =
0.0
60
0.0
58
0.0
56
0.0
54
0.0
52
0.0
50
0.0
48
0.0
46
0.0
44
0.0
42
0.0
40
0.0
38
0.0
36
0.0
34
0.0
32
0.0
30
0.0
28
0.0
26
0.0
24
0.0
22
0.0
20
NC
R =
81
81
82
82
83
83
84
84
85
85
86
87
87
88
88
89
89
90
91
91
92
10
7
97
94
91
88
84
81
78
75
71
68
65
62
58
55
52
49
45
42
39
36
320
R =
144
14
5
14
6
14
7
14
8
14
9
15
0
15
1
15
2
15
3
15
4
15
5
15
7
15
8
15
9
16
0
16
1
16
3
16
4
16
5
16
7
19
8
10
3
99
96
93
89
86
82
79
75
72
69
65
62
58
55
51
48
45
41
38
340
R
= 2
31
23
3
23
4
23
6
23
8
24
0
24
2
24
4
24
6
24
8
25
0
25
2
25
4
25
6
25
9
26
1
26
3
26
5
26
8
27
0
27
3
33
3
10
9
10
5
10
2
98
95
91
87
84
80
76
73
69
65
62
58
55
51
47
44
40
360
R
= 3
40
34
3
34
6
34
9
35
2
35
5
35
8
36
1
36
5
36
8
37
1
37
5
37
8
38
2
38
5
38
9
39
3
39
6
40
0
40
4
40
8
51
0
116
112
10
8
10
5
10
1
97
93
89
85
81
77
74
70
66
62
58
54
50
46
43
390
R
= 4
85
48
9
49
4
49
8
50
3
50
8
51
3
51
8
52
3
52
8
53
3
53
9
54
4
55
0
55
6
56
1
56
7
57
3
58
0
58
6
59
3
76
2
12
4
12
0
116
112
10
8
10
3
99
95
91
87
83
79
74
70
66
62
58
54
50
46
41
0
R =
643
64
9
65
5
662
668
67
5
68
2
68
9
69
6
70
3
71
1
71
8
72
6
73
4
74
2
75
0
75
8
76
7
77
6
78
5
79
4
10
39
13
3
12
9
12
4
12
0
116
111
10
7
10
2
98
93
89
84
80
76
71
67
62
58
53
49
440
NC
= N
OR
MA
L C
RO
WN
SP
-0303-00(012)
87_C
7/12/16NEW SHEETME1
jdavis
New Stamp
10
0' L
EN
GT
H75' WIDTH
INS
TA
LL
TH
IS L
INE
OF
SIL
TF
EN
CE
AF
TE
R S
ILT
BA
SIN
IS F
UN
CT
ION
AL
SIT
E G
RA
DE
TO
DR
AIN
RU
NO
FF
IN
TO
SIL
T B
AS
IN
B
FL
OW
FLOW
MID
-BA
SIN
BA
FF
LE
EE
FL
OW
AA
B
INS
TA
LL
TH
IS L
INE
OF
SIL
TF
EN
CE
AF
TE
R S
ILT
BA
SIN
IS F
UN
CT
ION
AL
FL
OW
TO
CH
AN
NE
LF
LO
W
3:1
3'
3:1
2:1
2'
2'
2'
HG
T.
HG
T.
DE
PT
HE
XC
AV
.
2:1
2'
3:1
2'
3'3:1
2'HGT. HGT. DEPTH
TE
MP
OR
AR
Y E
AS
EM
EN
T
INIT
IAL
LIM
IT O
F S
ILT
FE
NC
E
ON
BO
TH
SID
ES
3:1
10' F
.B.
3:1
FLOW
(EX
CA
VA
TE
)
SIT
E G
RA
DE
TO
DR
AIN
RU
NO
FF
INT
O S
ILT
BA
SIN
FL
OW
TO
CH
AN
NE
L
INS
TA
LL
TH
ES
EL
INE
S O
F S
ILT
FE
NC
E A
FT
ER
SIL
T B
AS
IN I
SF
UN
CT
ION
AL
.
RE
MO
VE
TH
ISS
EC
TIO
N O
FS
ILT
FE
NC
EA
FT
ER
SIL
TB
AS
IN I
SF
UN
CT
ION
AL
3:13:1 8' F.B.
CHANNEL FLOWFLOW
PL
AN
SE
CT
ION
A-A
GR
OU
ND
LIN
E3:1
3:1
3'
2:1
2:1
10'
OP
EN
ING
(OR
12
' IF
SIL
T F
EN
CE
US
ED
AS
AL
TE
RN
AT
IVE
)
(US
E 1
2' O
PE
NIN
G I
F
SIL
T F
EN
CE
AL
TE
RN
AT
IVE
US
ED
2' M
IN.
AB
OV
EG
RO
UN
D
LIN
E
2' E
XC
AV
.
3:1
2:1
3' 2' M
IN.
AB
OV
EG
RO
UN
D
LIN
E
GR
OU
ND
LIN
E
SE
CT
ION
C-C
EN
TR
AN
CE
5'
LIM
IT O
FP
RO
TE
CT
ION
3:1
2'
HEIGHT
3:1
5'
LIM
IT O
FP
RO
TE
CT
ION
3:1
3:1
2:1
2' M
IN.
AB
OV
EG
RO
UN
D
LIN
E
GR
OU
ND
LIN
E
3'
3'
3:1
3:1
GR
OU
ND
LIN
E
2' M
IN.
AB
OV
EG
RO
UN
D
LIN
E
2:1
3:1
3:1
2:1
2:1
OU
TL
ET
MID
-BA
SIN
BA
FF
LE
1 F
OO
T A
BO
VE
EN
TR
AN
CE
1'
2'DE
PT
H
SE
CT
ION
B-B
OU
TL
ET
SE
CT
ION
D-D
2:1
2:1
4'
DO
WN
SID
E
1' A
BO
VE
BA
SIN
EN
TR
AN
CE
MID
-BA
SIN
BA
FF
LE
SE
CT
ION
E-E
EA
RT
HE
RN
MID
-BA
SIN
BA
FF
LE
(SE
E A
LT
ER
NA
TIV
E)
SL
OP
ES
LO
PE
3.5'OR
MORE
75' W
IDT
H
(SIL
T B
AS
INS
RE
Q'D
OF
CH
AN
NE
L O
RA
S N
EC
ES
SA
RY
)
2:12:1
CO
NN
EC
T T
O S
ILT
FE
NC
EW
ITH
IN N
OR
MA
L R
.O.W
.
C
D D
4'
6" B
EL
OW
EN
TR
AN
CE
8' F
.B.
EN
TR
AN
CE
OU
TL
ET
6" B
EL
OW
(TE
MP
OR
AR
Y E
AS
EM
EN
T M
AY
BE
RE
QU
IRE
D)
C
FO
R S
ILT
BA
SIN
2:1
20'+
20'+
10'
15'+
5'
LIM
IT O
FP
RO
TE
CT
ION
3:1
2'
HEIGHT
3:1
LIM
IT O
FP
RO
TE
CT
ION
2:1
°
100' L
EN
GT
H
3:1
PR
OP
OS
ED
R.O
.W. O
N D
OW
NS
TR
EA
M S
IDE
NO
MIN
AL
EN
TR
AN
CE
SP
ILL
WA
YNOMINAL
(DO
WN
ST
RE
AM
OF
RO
AD
WA
Y)
SIL
T B
AS
IN -
TY
PE
"C
2"
130' L
EN
GT
H +
/-
WIT
H 4
-IN
CH
IN
SE
T A
T B
OR
DE
RS
ST
AK
ED
AT
2-F
OO
T G
RID
SP
AC
ING
FA
BR
IC F
OR
SP
ILL
WA
Y P
RO
TE
CT
ION
,A
RE
AS
OF
SU
RF
AC
E G
EO
TE
XT
ILE
TO
BO
TT
OM
OF
BA
SIN
SU
RF
AC
E G
EO
TE
XT
ILE
FA
BR
IC
TO
BO
TT
OM
OF
BA
SIN
SU
RF
AC
E G
EO
TE
XT
ILE
FA
BR
IC
NO
MIN
AL
EN
TR
AN
CE
SP
ILL
WA
Y
(IM
PO
SE
D F
RO
M B
AC
K)
BO
TT
OM
OF
BA
SIN
FA
BR
IC T
OG
EO
TE
XT
ILE
SU
RF
AC
EF
RO
M B
AC
K)
(IM
PO
SE
D2
' D
EP
TH
BA
SIN
FA
BR
ICG
EO
TE
XT
ILE
SU
RF
AC
E
FA
BR
ICG
EO
TE
XT
ILE
SU
RF
AC
E
NO
MIN
AL
10
5' W
IDT
H +
/-
FA
BR
ICG
EO
TE
XT
ILE
SU
RF
AC
E5
'F
AB
RIC
GE
OT
EX
TIL
ES
UR
FA
CE
10' S
PIL
LW
AY
OP
EN
ING
OU
TF
AL
L O
PE
NIN
G8
' SP
ILL
WA
Y
RO
AD
WA
Y E
MB
AN
KM
EN
T
EM
BA
NK
ME
NT
RO
AD
WA
Y
OU
TF
AL
LS
PIL
LW
AY
SE
E E
-E)
OF
BA
FF
LE
TW
O R
OW
S C
EN
TE
R(S
EE
AL
TE
RN
AT
IVE
)
(EX
CA
VA
TE
OR
NA
TU
RA
L G
RO
UN
D)
1 F
OO
T F
AL
L (
MIN
.) O
VE
R B
OT
TO
M R
UN
2' D
EP
TH
(IM
PO
SE
D F
RO
M B
AC
K)
(IM
PO
SE
D F
RO
M B
AC
K)
FA
BR
IC T
O B
OT
TO
M O
F B
AS
INS
UR
FA
CE
GE
OT
EX
TIL
E
BR
AC
E A
T E
AC
H P
OS
T,
WIR
E-C
ON
NE
CT
ED
TO
UP
RIG
HT
SU
PP
OR
TE
D S
ILT
FE
NC
E (
DO
UB
LE
RO
W);
US
E 4
5
AL
TE
RN
AT
IVE
TO
EA
RT
HE
RN
BA
FF
LE
: W
IRE
FE
NC
ING
TH
E B
ID S
CH
ED
UL
E O
F T
HE
PR
OP
OS
AL
.
ME
AS
UR
ED
FO
R S
EP
ER
AT
E P
AY
ME
NT
WH
EN
AP
PR
OP
RIA
TE
PA
Y I
TE
MS
AR
E I
NC
LU
DE
D I
N
TH
E T
EM
PO
RA
RY
ER
OS
ION
CO
NT
RO
L M
EA
SU
RE
S S
HO
WN
ON
TH
IS S
HE
ET
WIL
L O
NL
Y B
E
OF
IN
TH
E V
ICIN
ITY
OF
TH
E E
RO
SIO
N C
ON
TR
OL
DE
VIC
ES
.
OF
TH
E S
ILT
BA
SIN
. S
ILT
SH
AL
L B
E D
ISP
OS
ED
OF
PR
OP
ER
LY
AN
D S
HA
LL
NO
T B
E D
ISP
OS
ED
TH
E A
CC
UM
UL
AT
ED
SIL
T S
HA
LL
BE
RE
MO
VE
D W
HE
N I
T R
EA
CH
ES
1/3
TO
1/2
TH
E C
AP
AC
ITY
BE
LO
W T
HE
EN
TR
AN
CE
EL
EV
AT
ION
IN
TO
TH
E S
ILT
BA
SIN
.
DR
AIN
AG
E A
RE
A R
EC
EIV
ED
, A
ND
TH
IS V
OL
UM
E I
S T
O B
E M
AIN
TA
INE
D
TH
E S
ILT
BA
SIN
CA
PA
CIT
Y I
S T
O P
RO
VID
E 6
7 C
U.
YD
. P
ER
AC
RE
OF
SA
ME
TY
PE
AS
SIL
T F
EN
CE
.
SU
RF
AC
E G
EO
TE
XT
ILE
FA
BR
IC F
OR
SP
ILL
WA
Y P
RO
TE
CT
ION
SH
AL
L B
E T
HE
SE
E T
YP
E "
C1
" S
ILT
BA
SIN
FO
R U
PS
TR
EA
M A
PP
LIC
AT
ION
(T
EC
-C1
) O
R A
S R
EQ
UIR
ED
.
EN
GIN
EE
R O
R A
S P
ER
PL
AN
S.
TY
PE
"C
1" S
ILT
BA
SIN
SU
BS
ITU
TE
D F
OR
TY
PE
"C
2" S
ILT
BA
SIN
AS
DIR
EC
TE
D B
Y
CU
LV
ER
T, C
ON
ST
RU
CT
ION
SIT
ES
OR
AS
RE
QU
IRE
D.
FO
R D
OW
NS
TR
EA
M S
IDE
OF
BR
IDG
E, B
OX
CU
LV
ER
T, A
ND
LA
RG
ER
PIP
E
NO
TE
S:
OF
RO
AD
WA
Y W
ITH
BA
FF
LE
)(T
YP
E "
C2"
SIL
T B
AS
IN D
OW
NS
TR
EA
M
CO
NT
RO
L M
EA
SU
RE
ST
YP
ICA
L T
EM
PO
RA
RY
ER
OS
IONST
AT
EP
RO
JE
CT
NO
.
MIS
S.
DATEREVISIONBY
WO
RK
ING
NU
MB
ER
SH
EE
T N
UM
BE
RF
ILE
NA
ME
:
DE
SIG
N T
EA
MN
SI
CH
EC
KE
D
DA
TE
9/2
9/1
5
TE
C-C
2
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
ROADWAY DESIGN DIVISIONMISSISSIPPI DEPARTMENT OF TRANSPORTATION
PLAN
7/12/201611:04:07tec-C2.dgn
7/12/16
NEW SHEET
ME
SP
-03
03
-00
(01
2)
TE
C-C
2.D
GN
86
_A
CO
UN
TY
:
PR
OJ. N
UM
.:
FM
S C
ON
: 107179-3
01000
SP
-0303-00(012)
CL
AIB
OR
NE
1
jdavis
New Stamp
‚ M
IL
E
‚ M
IL
E‚ M
IL
E
‚ M
IL
E
36 X 36
W8-11
36 X 36
W8-11
‚ M
IL
E
‚ M
IL
E‚ M
IL
E
‚ M
IL
E
GE
NE
RA
L N
OT
ES
:
1. U
NE
VE
N L
AN
E L
INE
:
A.
IF
LE
SS
TH
AN
OR
EQ
UA
L T
O 1
•",
NO
SIG
NS
RE
QU
IR
ED
.
C.
IF
GR
EA
TE
R T
HA
N 2
‚",
TR
AF
FIC
SH
OU
LD
NO
T B
E A
LL
OW
ED
TO
CR
OS
S U
NE
VE
N L
AN
E L
INE
.
2.
AL
L T
RA
FF
IC C
ON
TR
OL
IT
EM
S S
HO
WN
ON
TH
IS S
HE
ET
SH
AL
L B
E P
AID
FO
R U
ND
ER
MA
INT
EN
AN
CE
OF
TR
AF
FIC
.
DE
TA
ILS
UN
EV
EN
PA
VE
ME
NT
TR
AF
FIC
CO
NT
RO
L P
LA
NS
TC
P-1
4
B.
IF
GR
EA
TE
R T
HA
N 1
•" A
ND
LE
SS
TH
AN
OR
EQ
UA
L T
O 2
‚",
PL
AC
E S
IG
NS
AS
SH
OW
N O
N T
HIS
SH
EE
T.
3. T
HE
W8-1
1 S
IGN
S S
HA
LL
BE
SP
AC
ED
AT
‚-M
ILE
IN
TE
RV
AL
S T
HR
OU
GH
OU
T U
NE
VE
N L
AN
E L
INE
LIM
ITS
.
36 X 36
W8-11
36 X 36
W8-11
36 X 36
W8-11
36 X 36
W8-11
36 X 36
W8-11
36 X 36
W8-11
36 X 36
W8-11
36 X 36
W8-11
36 X 36
W8-11
36 X 36
W8-11
TW
O-W
AY
TR
AF
FIC
ON
E-W
AY
TR
AF
FIC
UNEVENLANES
UNEVENLANES
UNEVENLANES
UNEVENLANES
UNEVENLANES
UNEVENLANES
UNEVENLANES
UNEVENLANES
UNEVENLANES
UNEVENLANES
UNEVENLANES
UNEVENLANES
OC
TO
BE
R 1
, 1998
SP
-0303-0
0(0
12)
PR
OJE
CT
NO
. S
P-0303-00(012)
CO
UN
TY
: C
LA
IB
OR
NE
6263
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
DATEREVISIONBY
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
WO
RK
ING
NU
MB
ER
SH
EE
T N
UM
BE
R
7/12/16
NEW SHEET
ME
DEPARTME
NT O
F TR
ANSP
ORTATION
MIS
SIS
SIPPI
RO
AD
WA
Y D
ES
IGN
DIV
ISIO
NS
TA
ND
AR
D P
LA
N
IS
SU
E D
AT
E:
EN
GL
ISH
1
jdavis
New Stamp
***
***
RA
ISE
D P
AV
EM
EN
T M
AR
KE
RS
TW
O-W
AY
RE
FL
EC
TIV
E Y
EL
LO
W
OM
IT B
RO
KE
N L
INE
ST
RIP
ING
C J
OIN
TL
**
**
YE
LL
OW
(
)*
*
TW
O-W
AY
TR
AF
FIC
(AS
PH
AL
T O
R C
ON
CR
ET
E P
AV
EM
EN
T)
GE
NE
RA
L N
OT
ES
:
**
**
***
ME
DIA
N E
DG
E O
F T
RA
VE
L L
AN
E
OU
TS
IDE
ED
GE
OF
TR
AV
EL
LA
NE
C J
OIN
TL
* *
C L
C L
3.
SP
AC
ING
OF
RE
FL
EC
TIV
E R
AIS
ED
PA
VE
ME
NT
MA
RK
ER
S
IS
AS
FO
LL
OW
S:
4.
PA
VE
ME
NT
MA
RK
ER
S S
HA
LL
BE
HIG
H P
ER
FO
RM
AN
CE
RE
FL
EC
TIV
E
RA
ISE
D P
AV
EM
EN
T M
AR
KE
RS
AS
LIS
TE
D I
N T
HE
MD
OT
"A
PP
RO
VE
D S
OU
RC
ES
OF
MA
TE
RIA
LS
."
2.
ED
GE
ST
RIP
E S
HA
LL
BE
SA
ME
MA
TE
RIA
L A
S L
AN
E-L
INE
TR
AF
FIC
TR
AF
FICR
AIS
ED
PA
VE
ME
NT
MA
RK
ER
S
RE
FL
EC
TIV
E R
ED
-CL
EA
R
TR
AF
FIC
TR
AF
FIC
TA
NG
EN
T S
EC
TIO
NS
HO
RIZ
ON
TA
L C
UR
VE
S
INT
ER
CH
AN
GE
LIM
ITS
4"
2"
2"
3" 3"
*
2"
3" 3"
t N
OT
E:
ON
TH
E M
AIN
FA
CIL
ITY
, R
EF
LE
CT
IVE
RE
D-C
LE
AR
RA
ISE
D
LA
NE
-LIN
E(S
) T
HR
OU
GH
AL
L I
NT
ER
CH
AN
GE
AR
EA
S B
EG
INN
ING
10
00
' IN
AD
VA
NC
E (
IN D
IRE
CT
ION
OF
TR
AF
FIC
) O
F T
HE
EX
IT R
AM
P
TA
PE
R A
ND
CO
NT
INU
ING
TH
RO
UG
H T
HE
IN
TE
RC
HA
NG
E T
O T
HE
EN
D O
F T
HE
EN
TR
AN
CE
RA
MP
TA
PE
R.
t
10'-
0"
10'-
0"
10'-
0"
10'-
0"
30
'-0
" 30
'-0
"3
0'-
0"
(TYP.)
4"
1.
3" U
NL
ES
S S
HO
WN
EL
SE
WH
ER
E O
N T
HE
PL
AN
S.
40
'-0
"
40
'-0
"
40
'-0
"
40
'-0
"
40
'-0
"
80
'-0
"
PA
VE
ME
NT
MA
RK
ER
S O
N A
40'-
0" S
PA
CIN
G W
ILL
BE
RE
QU
IRE
D O
N
(ft-in
)
RU
RA
L A
RE
A
(ft-in
)
UR
BA
N A
RE
A
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
DATEREVISIONBY
IS
SU
E D
AT
E:
DE
CE
MB
ER
1,
19
99
4-L
AN
E W
ITH
ON
E-W
AY
TR
AF
FIC
OU
TS
IDE
ED
GE
OF
TR
AV
EL
LA
NE
12
"
TR
AF
FIC
TR
AF
FIC
4"
DE
TA
IL "
A"
3"
3"
2"
4"
2"
DE
TA
IL "
A"
OU
TS
IDE
ED
GE
OF
TR
AV
EL
LA
NE
12"
ST
RIP
E (
PA
IN
T O
R T
AP
E A
S I
ND
IC
AT
ED
IN
PA
Y I
TE
MS
).
MA
RK
ING
S A
RE
TO
RE
MA
IN I
N P
LA
CE
OV
ER
3 M
ON
TH
S
RE
FL
EC
TIV
E R
AIS
ED
PA
VE
ME
NT
MA
RK
ER
S T
O B
E U
SE
D I
F T
EM
PO
RA
RY
5.
TC
P-1
5
PA
Y L
EN
GT
H
**
TR
AF
FIC
DIR
EC
TIO
N O
F
4" S
KIP
YE
LL
OW
( )
4" C
ON
TIN
UO
US
YE
LL
OW
4" C
ON
TIN
UO
US
WH
ITE
ED
GE
ST
RIP
E (
)
4" C
ON
TIN
UO
US
WH
ITE
ED
GE
ST
RIP
E (
)
4" C
ON
TIN
UO
US
WH
ITE
ED
GE
ST
RIP
E
4" S
KIP
WH
IT
E
4" C
ON
TIN
UO
US
YE
LL
OW
ED
GE
ST
RIP
E
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
DATEREVISIONBY
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
WO
RK
ING
NU
MB
ER
SH
EE
T N
UM
BE
R
DEPARTME
NT O
F TR
ANSP
ORTATION
MIS
SIS
SIPPI
RO
AD
WA
Y D
ES
IGN
DIV
ISIO
NS
TA
ND
AR
D P
LA
N
IS
SU
E D
AT
E:
EN
GL
ISH
FM
S C
ON
: 1
07
17
9-3
01
00
0
SP
-0303-0
0(0
12)
PR
OJE
CT
NO
. S
P-0303-00(012)
CO
UN
TY
: C
LA
IB
OR
NE
DIV
IDE
D H
IGH
WA
YS
2-L
AN
E A
ND
4-L
AN
E
TR
AF
FIC
CO
NT
RO
L
TE
MP
OR
AR
Y S
TR
IPIN
G F
OR
7/12/16NEW SHEETME1
6264
jdavis
New Stamp
VA
RIA
BL
E
SE
CT
ION
A-A
C L C L
CR
OW
N L
INE
BA
CK
SL
OP
E
BA
CK
SL
OP
E
OR
IGIN
AL
GR
OU
ND
LIN
E
OR
IGIN
AL
GR
OU
ND
LIN
E
OR
IGIN
AL
GR
OU
ND
LIN
E
OR
IGIN
AL
GR
OU
ND
LIN
E
C L
CR
OW
N L
INE
CR
OW
N L
INE
BA
CK
SL
OP
E
BA
CK
SL
OP
E
BA
CK
SL
OP
E
WA
TE
R F
RO
M H
ILL
SID
E.
RID
GE
TE
RR
AC
ED
TO
IN
TE
RC
EP
T
OR
IGIN
AL
GR
OU
ND
LIN
E
SE
CT
ION
B-B
SE
CT
ION
C-C
SE
CT
ION
D-D
SE
CT
ION
E-E
CR
OW
N L
INE
C L
GT
-1
RID
GE
TE
RR
AC
E
AA
BB
C
C
D
D
E
E
INT
ER
CE
PT
WA
TE
R F
RO
M H
ILL
SID
E.
RID
GE
TE
RR
AC
E W
HE
RE
NE
CE
SS
AR
Y T
O
CO
NT
OU
R D
IVE
RS
ION
DIT
CH
.
NE
CE
SS
AR
Y F
OR
LO
CA
TIO
N O
F
EA
SE
ME
NT
TO
BE
PR
OC
UR
ED
WH
ER
E
DIT
CH
TO
FL
AR
E P
RO
GR
ES
SIV
EL
Y.
NO
T T
O E
XC
EE
D 1
% G
RA
DIE
NT
.
CO
NT
OU
R D
IVE
RS
ION
DIT
CH
UN
LE
SS
GR
AD
ING
IS
RE
QU
IRE
D.
BE
PR
ES
ER
VE
D I
N T
HIS
AR
EA
AL
L N
AT
UR
AL
FE
AT
UR
ES
TO
PO
INT
GR
AD
E
AP
PR
OX
.
*
EA
SE
ME
NT
CA
NN
OT
BE
OB
TA
INE
D.
WH
ER
E N
EC
ES
SA
RY
RIG
HT
-OF
-WA
Y O
R
RID
GE
TE
RR
AC
E W
ITH
CL
OS
ED
EN
DS
RIG
HT
-OF
-WA
Y.
CO
NF
OR
M T
O A
VA
ILA
BL
E
VA
RIA
BL
E C
UR
VA
TU
RE
TO
(3'-
0" M
IN
.)
VA
R.
RO
UN
DIN
G
2'-
0" (3'-
6" M
IN
.)
VA
R.
RO
UN
DIN
G
2'-
0"
RO
UN
DIN
G
2'-
0"
RO
UN
DIN
G
2'-
0"
RO
UN
DIN
G
2'-
0"
(4
'-0
" M
IN
.)
VA
R.
(4'-
6" M
IN
.)
VA
RIA
BL
E
(5'-
0" M
IN
.)
VA
RIA
BL
E
(3'-
0" M
IN
.)
VA
RIA
BL
E
(6" M
AX
.)
VA
RIA
BL
E
WA
TE
R F
RO
M H
ILL
SID
ES
.
AR
E T
O B
E U
SE
D W
HE
RE
NE
CE
SS
AR
Y T
O I
NT
ER
CE
PT
VE
RT
ICA
LL
Y O
N S
LO
PE
S F
LA
TT
ER
TH
AN
3:1
. T
ER
RA
CE
S
VE
RT
ICA
LL
Y O
N S
LO
PE
S S
TE
EP
ER
TH
AN
3:1
AN
D 3
'-0
"
NO
TE
: R
IDG
E T
ER
RA
CE
S S
HA
LL
BE
SP
AC
ED
4'-
0"
OC
TO
BE
R 1
, 1998
PR
OJE
CT
NO
. S
P-0303-00(012)
CO
UN
TY
: C
LA
IB
OR
NE
SP
-0303-0
0(0
12)
CU
TS
AN
D F
ILL
S
TR
AN
SIT
ION
BE
TW
EE
N
TY
PIC
AL
GR
AD
ING
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
DATEREVISIONBY
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
WO
RK
ING
NU
MB
ER
SH
EE
T N
UM
BE
R
7/12/16
NEW SHEET
ME
DEPARTME
NT O
F TR
ANSP
ORTATION
MIS
SIS
SIPPI
RO
AD
WA
Y D
ES
IGN
DIV
ISIO
NS
TA
ND
AR
D P
LA
N
IS
SU
E D
AT
E:
EN
GL
ISH
1
62
72
jdavis
New Stamp
GR
OO
VE
-EN
D O
N D
OW
NS
TR
EA
M S
EC
TIO
N
TO
NG
UE
-EN
D O
N U
PS
TR
EA
M S
EC
TIO
N
TA
N.
CB
L
E
XX
ST
EE
L F
AB
RIC
RE
INF
OR
CE
ME
NT
A
E
SE
CT
ION
X-X
FR
ON
T E
LE
VA
TIO
N
TO
E W
AL
LT
OE
WA
LL
L
GR
OO
VE
-EN
D O
N D
OW
NS
TR
EA
M S
EC
TIO
N
TO
NG
UE
-EN
D O
N U
PS
TR
EA
M S
EC
TIO
N
CB
L
E
ST
EE
L F
AB
RIC
RE
INF
OR
CE
ME
NT
A
SE
CT
ION
A-A
TO
E W
AL
L
LE
TO
E W
AL
L
SE
CT
ION
B-B
FR
ON
T E
LE
VA
TIO
N
FE
-1A
AA
B B
TO
NG
UE
GR
OO
VE
BE
LL
AN
D S
PIG
OT
EN
D O
PT
ION
TY
PE
IB
EL
L A
ND
SP
IGO
T E
ND
OP
TIO
N T
YP
E I
I
SP
IGO
T-E
ND
ON
UP
ST
RE
AM
SE
CT
ION
.
NO
TE
: B
EL
L-E
ND
ON
DO
WN
ST
RE
AM
SE
CT
ION
SP
IGO
T-E
ND
ON
UP
ST
RE
AM
SE
CT
ION
.
NO
TE
: B
EL
L-E
ND
ON
DO
WN
ST
RE
AM
SE
CT
ION
1.
FL
AR
ED
EN
D S
EC
TIO
NS
AR
E N
OT
TO
BE
US
ED
IN
SID
E T
HE
CL
EA
R Z
ON
E.
II
II
PL
AN
OF
DO
WN
ST
RE
AM
EN
D
PL
AN
OF
DO
WN
ST
RE
AM
EN
D
GE
NE
RA
L N
OT
ES
:
5
. T
OE
WA
LL
RE
QU
IRE
D O
N A
LL
DO
WN
ST
RE
AM
FL
AR
ED
EN
D S
EC
TIO
NS
. T
OE
WA
LL
AT
UP
ST
RE
AM
EN
D W
ILL
BE
C
ON
ST
RU
CT
ED
WH
ER
E D
IRE
CT
ED
BY
TH
E E
NG
INE
ER
. T
O B
E P
AID
FO
R A
S C
LA
SS
"B
" S
TR
UC
TU
RA
L C
ON
CR
ET
E-
M
IN
OR
ST
RU
CT
UR
ES
.
2. U
NL
ES
S O
TH
ER
WIS
E D
ES
IGN
AT
ED
, E
ITH
ER
TY
PE
I O
R T
YP
E I
I M
AY
BE
US
ED
, P
RO
VID
ED
TH
E S
EL
EC
TE
D
TY
PE
IS
CO
MP
AT
IBL
E W
ITH
TH
E C
ON
FIG
UR
AT
ION
OF
TH
E P
IPE
TO
WH
ICH
IT
IS
TO
BE
AT
TA
CH
ED
.
3. A
LL
SIZ
ES
OF
TY
PE
I A
ND
TY
PE
II
FL
AR
ED
EN
D S
EC
TIO
NS
FO
R C
ON
CR
ET
E A
RC
H P
IPE
MA
Y B
E F
UR
NIS
HE
D
WIT
H E
ITH
ER
BE
LL
AN
D S
PIG
OT
OR
TO
NG
UE
AN
D G
RO
OV
E E
ND
S.
T
TT
T
T T
TT
TT
T T
S (SPAN)
S (SPAN)
S (
SP
AN
)
R (RISE)
R (RISE)
R (RISE)
TT
12" MIN.
2:1 OR FLATTER
2:1 O
R FLATTER
6. F
LA
RE
D E
ND
SE
CT
ION
S M
US
T M
EE
T T
HE
RE
QU
IRE
ME
NT
S F
OR
AR
CH
PIP
E O
F E
ITH
ER
AA
SH
TO
M 2
06
H:V (S
LOPE)
H:V (S
LOPE)
4. R
EIN
FO
RC
EM
EN
T (
SIN
GL
E L
INE
) F
OR
FL
AR
ED
EN
D S
EC
TIO
N S
HA
LL
CO
NF
OR
M T
O R
EQ
UIR
EM
EN
TS
OF
12"
MIN.
6"
6"
TO
A 2
" R
AD
IU
S
RO
UN
D T
HIS
ED
GE
AA
SH
TO
M 2
06
FO
R C
LA
SS
II A
RC
H P
IP
E.
O
R A
ST
M C
506.
AB
CE
L 3:1
3:1
3:1
3:1
3:1
3:1
3:1
3:1
3:1
S
IZE
EQ
UIV
.
AB
CE
L
S
IZE
EQ
UIV
.
-
FL
AR
ED
EN
D S
EC
TIO
N F
OR
CO
NC
. A
RC
H P
IPE
-SH
OR
T F
LA
RE
FL
AR
ED
EN
D S
EC
TIO
N F
OR
CO
NC
RE
TE
AR
CH
PIP
E
TO
NG
UE
GR
OO
VE
88
"
73
"
65"
58•"
51
„"
43ƒ"
36‚"
28•"
22
"
54
"
45
"
40"
36"
31
Š"
26
†"
22•"
18"
13•"
0.2
07
0.1
67
0.1
56
0.1
45
0.1
34
0.1
23
0.1
02
0.0
83
0.0
63
3
60
"
54
"
48
"
42
"
36"
30"
24
"
18
"
73
"
65"
58
•"
51
„"
43ƒ"
36‚"
28
•"
22
"
45
"
40"
36"
31Š
"
26
†"
22•"
18"
13•"
0.1
67
0.1
56
0.1
45
0.1
34
0.1
23
0.1
02
0.0
83
0.0
63
3
*
*
R
S
S
R
T
T
H:V
H:V
2. D
IME
NS
ION
S A
, B
, C
, E
AN
D L
MA
Y V
AR
Y 1
"+
.
72
"
60
"
54
"
48
"
42
"
36
"
30"
24
"
18
"
7"
6"
5•"
5"
4•"
4"
3•"
3"
2•"
2'-
11
"
2'-
2"
2'-
1•"
1'-
9"
10†"
10
"
8"
7"
1'-
3Ž
"
6'-
6"
6'-
3"
5'-
0"
5'-
0"
5'-
0"
5'-
0"
4'-
0"
3'-
3"
2'-
3"
1'-
10
"
1'-
9"
3'-
0"
3'-
0"
3'-
0"
3'-
0"
2'-
0"
2'-
9"
3'-
9"
10'-
0"
8'-
0"
7'-
6"
7'-
0"
6'-
6"
6'-
0"
5'-
0"
4'-
0"
3'-
0"
8'-
4"
8'-
0"
8'-
0"
8'-
0"
8'-
0"
8'-
0"
6'-
0"
6'-
0"
6'-
0"
(y
d )
CO
NC
. Q
UA
NT
ITY
TO
E W
AL
L
6"
5•"
5"
4•"
4•"
4"
3•"
2•"
2'-
9"
2'-
3"
1'-
10
"
1'-
4Š
"
11†"
9•"
9"
7"
3.3
3:1
3.2
4:1
3.1
6:1
3.0
8:1
3.0
8:1
2.9
4:1
3.1
2:1
3:1
5'-
0"
5'-
0"
5'-
0"
5'-
0"
5'-
0"
4'-
2"
3'-
3"
2'-
3"
3'-
0†
"
3'-
0†
"
3'-
0•"
3'-
0•"
3'-
0•"
3'-
10
•"
2'-
9•"
3'-
9"
8'-
0"
7'-
6"
7'-
0"
6'-
6"
6'-
0"
5'-
0"
4'-
0"
3'-
0"
8'-
0†
"
8'-
0†
"
8'-
0•"
8'-
0•"
8'-
0•"
8'-
0•"
6'-
0•"
6'-
0"
5"
5"
5"
4"
4"
3•"
3"
2‚"
(y
d )
CO
NC
. Q
UA
NT
ITY
TO
E W
AL
L
NO
TE
S:
1
. E
QU
IVA
LE
NT
18" F
LA
RE
D E
ND
SE
CT
ION
SIM
ILA
R T
O T
YP
E I
.
OC
TO
BE
R 1
, 1998
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
DATEREVISIONBY
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
WO
RK
ING
NU
MB
ER
SH
EE
T N
UM
BE
R
RO
AD
WA
Y D
ES
IGN
DIV
ISIO
NS
TA
ND
AR
D P
LA
N
IS
SU
E D
AT
E:
63
29
PR
OJE
CT
NO
. S
P-0303-00(012)
CO
UN
TY
: C
LA
IB
OR
NE
SP
-0303-0
0(0
12)
NEMTRAPED
TOF
TR
ANSPO
RTATION I
PP
IS
SI
SS
M
I
CO
NC
RE
TE
AR
CH
PIP
E
SE
CT
ION
FO
R
FL
AR
ED
EN
D
7/12/16NEW SHEETME1
jdavis
New Stamp
![u p s s Ill n u c O -1-6 -K -1—6 p o o 41 J -K p .14 @ ióJ s p p ......O p p 10 -1-6 n.n p -K 00 p p < s p p O o O o O s C] s +6 s s -K -K s O s o IBþ -K p s < O p IJ >](https://static.fdocuments.net/doc/165x107/6021ca24cac6294893021302/u-p-s-s-ill-n-u-c-o-1-6-k-1a6-p-o-o-41-j-k-p-14-ij-s-p-p-o-p.jpg)
![2007 Tacoma 4x4 eBrochure - Auto-Brochures.com · 16-in. styled steel wheels with P245/75R16 tires S S S S S S S 16-in. alloy wheels with P245/75R16 tires [6] O O/P O/P O/P O/P O/P](https://static.fdocuments.net/doc/165x107/5f5e402520cb1e52ca4b3a8c/2007-tacoma-4x4-ebrochure-auto-16-in-styled-steel-wheels-with-p24575r16-tires.jpg)
