Post on 31-Mar-2020
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)
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SP
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FM
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NS
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CT
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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
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(N
ON
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N)
7
TH
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EG
ET
AT
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SC
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DU
LE
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EE
WK
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H.
NO
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S-1
IND
ICA
TE
S A
RE
A T
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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
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m M
IXT
UR
E)
(2@
2.2
5")
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.
6
RT
12'
LT
12
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ST
A. 138+
55
LT
18
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TA
. 136+
76
RT
18'
LT
18
'S
TA
. 1
30
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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
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S &
OF
FS
ET
S
ED
GE
OF
PA
VE
ME
NT
TR
AN
SIT
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0'-
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O 1
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7
12
PE
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ED
SAFETY
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NE
W C
ON
ST
RU
CT
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TR
AF
FIC
FM
S C
ON
: 1
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PR
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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
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Q'D
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14
" A
ND
VA
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BL
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RA
NU
LA
R M
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CL
AS
S 5
- G
RO
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D
EX
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AS
PH
AL
T P
AV
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7
OR
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L G
RO
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D L
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NEMTRAPED
TOF
TR
ANSPO
RTATION I
PP
IS
SI
SS
M
I
GC
02
/11
/16
44'-
0" t
o 5
6'-
0"
22
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" 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
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
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TS
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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
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0(0
12)
6
TY
PIC
AL
SE
CT
ION
S
ST
A. 2+
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A. 0+
00
RV
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T
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43'-
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{
13
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"
50
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"
23
4
1
TR
AV
EL
LA
NE
RV
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D
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PA
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43'-
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50
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"
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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
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US
HE
D S
TO
NE
BA
SE
GE
OT
EX
TIL
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AB
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E V
(N
ON
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N)
2.5
" A
SP
HA
LT
PA
VE
ME
NT
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T (
19
.0m
m M
IXT
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E)
(1@
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") R
EQ
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2%
2% SUBGRADE
43'-
0"
{
13
'-0
"
50
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"
62
'-0
"
23
4
1
TR
AV
EL
LA
NE
RV
PA
D
5'-
0"
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5'-
0"
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11'-
6"
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2%
2% SUBGRADE
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0"
{
13
'-0
"
50
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"
62
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"
23
4
1
TR
AV
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LA
NE
RV
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D
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0"
4:1
5'-
0"
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IGIN
AL
GR
OU
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LIN
E
11
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"
4:1
2%
2%
2% SUBGRADE
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0"
{
13
'-0
"
50
'-6
"
23
4
1
TR
AV
EL
LA
NE
RV
PA
D
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0"
2%
5'-
0"
RV
PA
D
43'-
0"
50
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TR
AF
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2%
2% SUBGRADE
OR
IGIN
AL
GR
OU
ND
LIN
E
FM
S C
ON
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07179-301000
PR
OJE
CT
NO
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P-0
30
3-0
0(0
12
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CO
UN
TY
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LA
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TA
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TIN
G P
LA
N
DE
TA
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FO
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S A
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SE
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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
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2'-
0"
AN
D D
ET
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S
FO
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SE
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TIN
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AN
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S
FO
R P
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E L
OC
AT
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S
SE
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TIN
G P
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N
SH
OU
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0"
1'-
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DITCH
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0"
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DITCH
TO DRAINAGE
1'-
0"
101'-
0"
NEMTRAPED
TOF
TR
ANSPO
RTATION I
PP
IS
SI
SS
M
I
GC
02
/11
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2 3 4
7
12
PE
RM
ITT
ED
SAFETY
EDGE
NE
W C
ON
ST
RU
CT
ION
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A.
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+0
0.0
0 T
O S
TA
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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
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T A
PA
Y I
TE
M)
TO
P 2
LIF
TS
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LY
SA
FE
TY
ED
GE
RE
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SH
OU
LD
ER
AN
GL
E O
F R
EP
OS
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30
° -
35
°
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SO
D I
N A
CC
OR
DA
NC
E W
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SH
EE
T L
S-2
AL
L D
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UR
BE
D A
RE
AS
IN
RV
PA
RK
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LO
T T
O R
EC
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E
5U
NC
LA
SS
IFIE
D E
XC
AV
AT
ION
55
5
1'
1'
10"
10"
10"
10"
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S-1
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11
)
DE
TA
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(S
HE
ET
SE
E R
V P
AD
SD
S-1
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11
)
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EE
T
DE
TA
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TY
P
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EE
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DE
TA
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P
SE
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SD
S-1
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11
)
(SH
EE
T
DE
TA
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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
ST
A.
10
+6
0 T
O S
TA
. 1
1+
80
AC
CE
SS
RO
AD
CA
R P
AR
KIN
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AL
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CT
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ST
AT
EP
RO
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NO
.
MIS
S.
DATEREVISIONBY
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RK
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NU
MB
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SIG
N T
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CH
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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
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PIC
AL
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ST
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TA
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80 T
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25
AC
CE
SS
RO
AD
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3
TR
AF
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2%
2% SUBGRADE
2'-
0"
TR
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EL
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{
12
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"
TR
AV
EL
LA
NE
LE
FT
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LA
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5
32
4
5
1
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TY
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2'-
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6'-
0" T
O 1
2'-
0"
TR
AF
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TR
AF
FIC
4%
2%
2% SUBGRADE
2'-
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TR
AV
EL
LA
NE
{
TR
AV
EL
LA
NE
2%
14
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32'-
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41
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BA
SE
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ON
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LT
PA
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T (
12
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PR
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LA
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TA
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NEMTRAPED
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SS
M
I
4 5
2.5
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LT
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ME
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T (
19
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(1@
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") R
EQ
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TY
P.
1'-
0"
TY
P.
1'-
0"
GC
02
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3' S
OL
ID S
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ST
RIP
BE
HIN
D B
AC
K O
F C
UR
B
66
66
6U
NC
LA
SS
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12"
12"
11
1
132'-
0" T
O 4
4'0
"
14
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" 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
ST
A. 14+
25 T
O S
TA
. 18+
25
AC
CE
SS
RO
AD
CA
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ST
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NO
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MIS
S.
DATEREVISIONBY
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RK
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NU
MB
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SH
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T N
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BE
RF
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NA
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:
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SIG
N T
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M
CH
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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
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8
TY
PIC
AL
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S
& S
TA
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TA
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ST
A.
14
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5 T
O S
TA
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8+
25
AC
CE
SS
RO
AD
NS
I
2
TR
AF
FIC
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2'-
0"
TR
AV
EL
LA
NE
{
TR
AV
EL
LA
NE
2%
14
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4'-
0"
32'-
0"
14
5
24
1
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PE
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2'-
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ROADWAY DESIGN DIVISIONMISSISSIPPI DEPARTMENT OF TRANSPORTATION
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INV=236.69
INV=248.77
R.O
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R.O
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552
PAVED DITCH
ST
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00
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122PI Sta. 122+02.051
123
124
125
126
127
128
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ST
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88.9
17
EX
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PR
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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
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29"X
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.E.S
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160 L
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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
240
250
26
0
270
240
250
26
0
270
150' TAPER
128+20
134+00
02
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PLAN-PROFILEROADWAY DESIGN DIVISION
MISSISSIPPI DEPARTMENT OF TRANSPORTATION
SH
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T I
D:
PR
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CT
NO
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PH
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47
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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.
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0%
29"X18" RCAP
160.0
0 L.F.
18
240
250
26
0
270
240
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26
0
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STATE H
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MISSISSIPPI DEPARTMENT OF TRANSPORTATION
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Cu
t
Fill
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Surplu
s
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18
8
128
60 0 0
(
)
Cu.Y
ds
Cu.Y
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Cu.Y
ds
Cu.Y
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134
135
136
137
PC Sta. 137+50.032
ST
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13
7+
50
.00
EN
D W
IDE
NIN
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OV
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LA
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FLO
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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
230
240
250
26
0
230
240
250
26
0
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02
04
06
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PL
AN
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.
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TY
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MISSISSIPPI DEPARTMENT OF TRANSPORTATION
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CA
R P
AR
KIN
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-3.01536%
255.38
+1.10000%
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S
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ME
1
1
1
1
1
@ 2
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44"x27" R
CA
P
10
4 L
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1
EA
RT
HW
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KT
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TH
ISS
HE
ET
Cu
t
Fill
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(
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Cu
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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
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59
FL
. 240.8
8
18
" F
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.
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%
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CP
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SLOPE 0.3
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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
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
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RN
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NA
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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
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DIT
CH
LIN
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PA
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D D
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TO
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LID
SO
D
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EN
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NC
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TR
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SE
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RA
DIN
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HT
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R P
AR
KIN
G L
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EA
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OR
K F
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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
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Surplu
s
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42
44
828
0 0
619
(
)
Cu
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Cu.Y
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Cu.Y
ds
Cu
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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.
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
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RN
ED
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TE
AM
:F
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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
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1
TO
P=
24
3.9
1
0+
49
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DR
OP
IN
LE
T -
DB
L G
RA
TE
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0
20
21
ST
AT
EP
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JE
CT
NO
.
MIS
S.
SP
-0
30
3-0
0(0
12
)
DATEREVISIONBY
MIS
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PI
DE
PA
RT
ME
NT
OF
TR
AN
SP
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TA
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NU
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CO
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DE
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SD
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FM
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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
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SL
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%
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DT
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TOF
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EN
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RV
PA
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RL
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SE
E P
RO
FIL
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FO
R G
RA
DE
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WK
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N &
SE
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RO
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FO
R G
RA
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N &
SE
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FO
R G
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DE
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N &
SE
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K-1
6
1
1 7/6/2016TITLE BLOCK REVISIONSME
SU
PE
R S
ILT
FE
NC
E
(9 G
AG
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IRE
S)
2" M
ES
H F
AB
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(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
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(MIN
)
8"
10'-
0" M
AX
IMU
M
34" MINIMUM
SE
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PA
CIN
G B
EL
OW
6 O
R 9
GA
GE
TIE
WIR
ES
SE
E S
PA
CIN
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6 O
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GA
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(C
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TIE
WIR
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WIR
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PA
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6 O
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GA
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6"
7"
8"
9"
10"
11"
12
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258-300
30
1-3
43
34
4-3
86
38
7-4
29
430-474
475-517
51
8
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(lb
s)
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TA
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" M
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7 G
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9 G
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@ 2
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TE
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G R
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9/2
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5
EC
D-15
ST
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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
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CO
UN
TY
:
PR
OJ. N
UM
.:
FM
S C
ON
: 107179-3
01000
SP
-0303-00(012)
CL
AIB
OR
NE
1
PR
OF
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PL
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GR
AM
MA
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PL
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RO
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L)
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OF
TR
AV
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INS
IDE
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GE
OF
TR
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WA
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INSIDE EDGE OF TRAVELED
WAY
OUTSIDE EDGE OF TRAVELED
WAY
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NE
RA
L N
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NO
RM
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PL
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PL
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CU
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4%
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*****
*
SE
CT
ION
CU
T
SE
CT
ION
FIL
L
*****
TA
NG
EN
T R
UN
OU
T (
25')
X =
L1
[]
WH
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SID
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K I
S R
EQ
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PL
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EX
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(IN
mp
h) S
HO
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(UR
BA
N F
AC
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V<
45
mp
h)
L (
2 L
AN
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1.5
(L
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TA
BL
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L (
3 L
AN
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) =
2.0
(L
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AB
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)
ST
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NO
.
MIS
S.
DATEREVISIONBY
MIS
SIS
SIP
PI
DE
PA
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TR
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SP
OR
TA
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N
WO
RK
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FO
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RE
AT
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WID
TH
S O
F R
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:
(i.e
., T
WO
12' L
AN
ES
RO
TA
TE
D A
BO
UT
TH
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EN
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RL
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).
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IN F
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EQ
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LO
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AL
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D W
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IS
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TE
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M A
RA
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OR
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TL
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TH
AN
, T
HE
RA
DIU
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F T
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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
10
0' L
EN
GT
H75' WIDTH
INS
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LL
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OF
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SP
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P-0303-00(012)
CO
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TO
BE
R 1
, 1998
PR
OJE
CT
NO
. S
P-0303-00(012)
CO
UN
TY
: C
LA
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OR
NE
SP
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0(0
12)
CU
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7/12/16
NEW SHEET
ME
DEPARTME
NT O
F TR
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MIS
SIS
SIPPI
RO
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OF
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S (SPAN)
S (SPAN)
S (
SP
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)
R (RISE)
R (RISE)
R (RISE)
TT
12" MIN.
2:1 OR FLATTER
2:1 O
R FLATTER
6. F
LA
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D E
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S M
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06
H:V (S
LOPE)
H:V (S
LOPE)
4. R
EIN
FO
RC
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T (
SIN
GL
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) F
OR
FL
AR
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EN
D S
EC
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N S
HA
LL
CO
NF
OR
M T
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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
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FO
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LA
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RC
H P
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ST
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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
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FL
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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