S E C T I O N 9 0 5 -- P R O P O S A L CONTINUED)mdot.ms.gov/bidsystem_data/20161025/ADDENDUMS/102186301_1.… · 1 DATED 10/20/2016 ADDENDUM NO. DATED ADDENDUM NO DATED ADDENDUM

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 10/20/2016 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 Wage Rates; Bid Items; Revised or Added Plan Sht. Nos. 2, 4, 6-9, 11, 12, 23, 28-31, 56, 68, & 70; 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.

HSIP-0032-01(025)/ 102186301000

Pearl River County(ies) Revised 01/26/2016

General Decision Number: MS160213 08/12/2016 MS213

Superseded General Decision Number: MS20150213

State: Mississippi

Construction Type: Highway

County: Pearl River County in Mississippi.

HIGHWAY CONSTRUCTION PROJECTS

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.15 for calendar year 2016 applies to all contracts subject to the Davis-Bacon Act for which the solicitation was issued on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.15 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2016. The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/08/2016 1 08/12/2016

* ELEC0917-006 06/01/2016

Rates Fringes

ELECTRICIAN......................$ 24.55 8.67 ---------------------------------------------------------------- SUMS2010-032 08/04/2014

Rates Fringes

CARPENTER (Form Work Only).......$ 12.74 0.67

CARPENTER, Excludes Form Work....$ 14.21 0.00

CEMENT MASON/CONCRETE FINISHER...$ 13.27 0.78

HIGHWAY/PARKING LOT STRIPING: Truck Driver (Line Striping Truck)...........................$ 12.26 0.00

INSTALLER - GUARDRAIL............$ 11.68 0.00

INSTALLER - SIGN.................$ 11.57 0.00

IRONWORKER, REINFORCING..........$ 15.28 0.00

LABORER: Asphalt, Includes Raker, Shoveler, Spreader and Distributor......................$ 11.37 0.00

LABORER: Common or General......$ 10.67 0.00

LABORER: Flagger................$ 10.00 0.00

LABORER: Grade Checker..........$ 12.41 0.00

Page 1 of 5

10/17/2016http://www.wdol.gov/wdol/scafiles/davisbacon/MS213.dvb?v=1

LABORER: Mason Tender - Cement/Concrete..................$ 11.30 0.00

LABORER: Pipelayer..............$ 12.27 0.00

LABORER: Laborer-Cones/ Barricades/Barrels - Setter/Mover/Sweeper.............$ 12.03 0.00

OPERATOR: Asphalt Spreader......$ 15.33 0.00

OPERATOR: Backhoe/Excavator/Trackhoe.......$ 15.39 0.00

OPERATOR: Broom/Sweeper.........$ 10.17 0.00

OPERATOR: Bulldozer.............$ 13.94 0.00

OPERATOR: Concrete Saw..........$ 14.32 0.00

OPERATOR: Crane.................$ 18.35 0.00

OPERATOR: Distributor...........$ 12.00 0.00

OPERATOR: Drill.................$ 19.22 0.00

OPERATOR: Grader/Blade..........$ 15.16 0.00

OPERATOR: Loader................$ 14.31 0.00

OPERATOR: Mechanic..............$ 19.88 0.00

OPERATOR: Milling Machine.......$ 16.37 0.00

OPERATOR: Mixer.................$ 12.42 0.00

OPERATOR: Oiler.................$ 13.05 0.00

OPERATOR: Paver (Asphalt, Aggregate, and Concrete).........$ 13.46 0.00

OPERATOR: Piledriver............$ 15.13 0.00

OPERATOR: Roller (All Types)....$ 12.70 0.00

OPERATOR: Scraper...............$ 12.63 0.00

OPERATOR: Tractor...............$ 11.02 0.00

OPERATOR: Trencher..............$ 13.75 0.00

SURVEYOR (Staking, Marking and Brush Clearing)..............$ 12.34 0.00

TRUCK DRIVER: Flatbed Truck.....$ 13.29 0.00

TRUCK DRIVER: Lowboy Truck......$ 11.00 0.00

TRUCK DRIVER: Mechanic..........$ 12.30 0.00

TRUCK DRIVER: Off the Road Truck............................$ 12.31 0.00

TRUCK DRIVER: Water Truck.......$ 9.63 0.00

Page 2 of 5


TRUCK DRIVER: Dump Truck (All Types)...........................$ 13.57 0.00

TRUCK DRIVER: Semi/Trailer Truck............................$ 12.50 0.00 ----------------------------------------------------------------

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

================================================================

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

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The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion

Page 3 of 5


date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

----------------------------------------------------------------

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210

The request should be accompanied by a full statement of the

Page 4 of 5


interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

================================================================

END OF GENERAL DECISION

Page 5 of 5


Line No. Item Code Adj Code Quantity Units Description [Fixed Unit Price]

Section 905

PEARL RIVER

HSIP-0032-01(025)/102186301

Reconstruction of SR 43 between Picayune and Henleyfield, known as Federal Aid Project No. HSIP-0032-01(025) / 102186301 in Pearl River County.

Proposal (Sheet 2 - 1)

Roadway Items

Lump Sum0010 201-A001 1 Clearing and Grubbing

Each0020 202-B057 1 Removal of Inlets, All Sizes

Linear Feet0030 202-B064 290 Removal of Pipe, 8" And Above

Square Yard0040 202-B078 21,582 Removal of Pavement, All Types and Depths

Cubic Yard0050 (E)203-A003 36,093 Unclassified Excavation, FM, AH

Cubic Yard0060 (E)203-EX013 66,737 Borrow Excavation, AH, FME, Class B7

Cubic Yard0070 (S)206-A001 307 Structure Excavation

Cubic Yard0080 (E)206-B001 50 Select Material for Undercuts, Contractor Furnished, FM

Square Yard0090 209-A004 44,195 Geotextile Stabilization, Type V, Non-Woven

Square Yard0100 211-A001 86,222 Topsoil for Slope Treatment, From Right-of-Way

Ton0110 213-C001 18 Superphosphate

Square Yard0120 217-A001 2,065 Ditch Liner

Acre0130 220-A001 18 Insect Pest Control [$30.00]

Acre0140 223-A001 36 Mowing [$50.00]

Linear Feet0150 234-A001 8,063 Temporary Silt Fence

Mile0160 423-A001 3 Rumble Strips, Ground In

Pounds0170 (S)602-A001 182 Reinforcing Steel

Linear Feet0180 (S)603-CA088 56 18" Reinforced Concrete Pipe, Class III, Rubber Type Gaskets



Linear Feet0210 (S)603-CA095 156 24" Reinforced Concrete Pipe, Class IV, Rubber Type Gaskets

Each0220 (S)603-CB001 4 18" Reinforced Concrete End Section



Linear Feet0250 (S)603-CE001 56 22" x 13" Concrete Arch Pipe, Class A III

Linear Feet0260 (S)603-CE040 192 51" x 31" Concrete Arch Pipe, Class A III, Flexible Plastic Gaskets

Linear Feet0270 (S)603-CE045 100 36" x 23" Concrete Arch Pipe, Class A III, Flexible Plastic Gaskets

Each0280 (S)603-CF003 3 36" x 23" Concrete Arch Pipe End Section

Each0290 (S)603-CF005 4 51" x 31" Concrete Arch Pipe End Section

Pounds0300 604-B001 397 Gratings

Linear Feet0310 (S)609-D002 730 Combination Concrete Curb and Gutter Type 2

Square Yard0320 (S)616-A001 220 Concrete Median and/or Island Pavement, 4-inch

Square Yard0330 (S)616-A003 17 Concrete Median and/or Island Pavement, 10-inch

(Date Printed 10/19/16) (Addendum No. 1)


Section 905

PEARL RIVER

HSIP-0032-01(025)/102186301


Linear Feet0340 619-A1003 49,360 Temporary Traffic Stripe, Continuous White, Paint

Linear Feet0350 619-A2003 2,160 Temporary Traffic Stripe, Continuous Yellow, Paint

Linear Feet0360 619-A4002 25,076 Temporary Traffic Stripe, Skip Yellow, Paint

Linear Feet0370 619-A5002 2,806 Temporary Traffic Stripe, Detail, Paint

Linear Feet0380 619-A6001 640 Temporary Traffic Stripe, Legend

Each0390 619-C7001 528 Two-Way Yellow Reflective High Performance Raised Marker

Square Feet0400 619-D1001 52 Standard Roadside Construction Signs, Less than 10 Square Feet

Square Feet0410 619-D2001 983 Standard Roadside Construction Signs, 10 Square Feet or More

Linear Feet0420 619-G4001 564 Barricades, Type III, Single Faced

Linear Feet0430 619-G4004 24 Barricades, Type III, Single Faced, Permanent, Red/White

Linear Feet0440 619-G4005 96 Barricades, Type III, Double Faced

Each0450 619-G5001 222 Free Standing Plastic Drums

Lump Sum0460 620-A001 1 Mobilization

Each0470 627-J001 234 Two-Way Clear Reflective High Performance Raised Markers

Each0480 627-K001 12 Red-Clear Reflective High Performance Raised Markers

Each0490 627-L001 654 Two-Way Yellow Reflective High Performance Raised Markers

Square Feet0500 630-A001 137 Standard Roadside Signs, Sheet Aluminum, 0.080" Thickness

Square Feet0510 630-A002 96 Standard Roadside Signs, Sheet Aluminum, 0.125" Thickness

Linear Feet0520 630-C001 9 Steel U-Section Posts, 2.0 lb/ft

Linear Feet0530 630-C003 268 Steel U-Section Posts, 3.0 lb/ft

Pounds0540 630-E004 18 Structural Steel Angles & Bars, 7/16" x 2 1/2" Flat Bar

Linear Feet0550 630-K001 17 Welded & Seamless Steel Pipe Posts, 3"

Linear Feet0560 630-K003 31 Welded & Seamless Steel Pipe Posts, 4"

Ton0570 (S)815-A009 256 Loose Riprap, Size 300

Acre0580 907-225-A001 36 Grassing

Ton0590 907-225-B001 18 Agricultural Limestone

Ton0600 907-225-C001 71 Mulch, Vegetative Mulch

Acre0610 907-226-A001 36 Temporary Grassing

Each0620 907-234-D001 1 Inlet Siltation Guard

Each0630 907-236-PP001 4 Silt Basin, Per Plans

Linear Feet0640 907-237-A003 1,750 Wattles, 20"

Each0650 907-246-A002 350 Sandbags

Ton0660 907-249-A001 100 Riprap for Erosion Control



Section 905

PEARL RIVER

HSIP-0032-01(025)/102186301


Ton0680 (BA1)907-403-A022 3,938 9.5-mm, MT, Asphalt Pavement

Ton0690 (BA1)907-403-A023 5,211 12.5-mm, MT, Asphalt Pavement

Ton0700 (BA1)907-403-A024 5,064 19-mm, MT, Asphalt Pavement

Ton0710 (BA1)907-403-A019 6,077 19-mm, ST, Asphalt Pavement

Ton0720 (BA1)907-403-C011 227 19-mm, MT, Asphalt Pavement, Trench Widening

Square Yard0730 907-406-A001 1,600 Cold Milling of Bituminous Pavement, All Depths

Gallon0740 (A2)907-407-A001 9,310 Asphalt for Tack Coat

Cubic Yard0750 (S)907-601-B003 8 Class "B" Structural Concrete, Minor Structures

Linear Feet0760 (S)907-603-ALT01 1,336 18" Type A Alternate Pipe

Linear Feet0770 (S)907-603-ALT02 96 24" Type A Alternate Pipe

Each0780 907-617-A001 83 Right-of-Way Marker

Lump Sum0790 907-618-A001 1 Maintenance of Traffic

Each0800 907-622-A001 1 Engineer's Field Office Building, Type 2

Linear Feet0810 907-626-B003 143 6" Thermoplastic Traffic Stripe, Continuous White

Mile0820 907-626-C003 5 6" Thermoplastic Double Drop Edge Stripe, Continuous White

Mile0830 907-626-D003 3 6" Thermoplastic Traffic Stripe, Skip Yellow

Mile0840 907-626-E004 3 6" Thermoplastic Traffic Stripe, Continuous Yellow

Linear Feet0850 907-626-G004 3,075 Thermoplastic Detail Stripe, White

Linear Feet0860 907-626-G005 741 Thermoplastic Detail Stripe, Yellow

Linear Feet0870 907-626-H004 425 Thermoplastic Legend, White

Lump Sum0880 907-699-A002 1 Roadway Construction Stakes

Ton0890 (S)907-815-F001 100 Sediment Control Stone

Ton0900 (GT)907-304-F003 29,500 3/4" and Down Crushed Stone Base

ALTERNATE GROUP AA NUMBER 1

Ton0910 (GT)907-304-F004 29,500 Size 825B Crushed Stone Base


Ton0920 (GT)907-304-F002 29,500 Size 610 Crushed Stone Base



50

51

52

48

47

49

DESCRIPTION OF SHEET NO. NO.WKG. SH.

DESCRIPTION OF SHEET NO. NO.WKG. SH.

DETAILED INDEX

TITLE SHEET (1)

DETAILED INDEX & GENERAL NOTES (4)

DETAILED INDEX

GN-2

1

DI-1 2

DETAILED INDEX

TYPICAL SECTION - MAINLINE WIDENING & OVERLAY AND NEW CONSTRUCTION TS-1

TS-2

QUANTITY SHEETS (10)

SUMMARY OF QUANTITIES



ESTIMATED QUANTITIES - PIPE CULVERT DRAINAGE STRUCTURES

SQ-1

EQ-2

EQ-3

EQ-4

EQ-5

EQ-6

EQ-1

ESTIMATED QUANTITIES - EARTHWORK

ESTIMATED QUANTITIES - PAVEMENT MARKINGS

PLAN & PROFILE SHEETS (9)

WK3

WK3A

WK4

WK5

WK6

WK7

WK8

SPECIAL DESIGN SHEETS (83)

TC-1

TC-2

TC-3

TC-4

TC-5

TC-6

TC-7

TC-8

TC-9

TC-10

TC-11

TC-12

TC-13

TC-14

DI-2 3

TYPICAL SECTION SHEETS (5)

TS-3

6

7

SQ-2

SQ-3

8

9

10

11

12

13

14

15

16

17

LOCAL RD. - SITE 1

STA. 712+00 TO STA. 728+00 - SITE 1

STA. 687+00 TO STA. 718+00 - SITE 1

STA. 913+00 TO STA. 940+00 - SITE 2

STA. 940+00 TO STA. 962+00 - SITE 2

STA. 1350+00 TO STA. 1379+00 - SITE 3

STA. 1379+00 TO STA. 1387+00 - SITE 3

19

20

21

22

23

24

25

DETAIL OF CONSTRUCTION SIGNING SITE 1



DCS-1

DCS-2

DCS-3

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

TEMP. PAVEMENT MARKINGS - SITE 1, PHASE 1
















TC-15

43


TC-16

44


45

TC-18

46

TC-17

TS-4

TYPICAL SECTION - NEW CONSTRUCTION

TYPICAL SECTION - CHANNELIZED INTERSECTION

TS-5TYPICAL SECTION - WALKIAH BLUFF RD.

STA. 10+00 TO 12+50 - SITE 2 WK5A

WK5BSTA. 10+00 TO STA 12+00 SITE 2

GENERAL NOTES GN-1 4

TCPQ-1

18

ESTIMATED QUANTITIES - TRAFFIC CONTROL SIGNS

TYPICAL SECTION - LOCAL ROADS

5


TRAFFIC CONTROL PLAN - DRUMS PLACEMENT & SHOULDER CLOSURE

TRAFFIC CONTROL PLAN - PERMANENT BARRICADE

PMD-1

TC-21

TC-20

TC-19

PAVEMENT MARKING DETAILS - SITE 1 - STA. 687+00 TO STA. 695+00

PAVEMENT MARKING DETAILS - SITE 1 - STA. 695+00 TO

STA. 704+00 & LOCAL ROAD PMD-2









PAVEMENT MARKING DETAILS - SITE 3 - STA. 1375+00 TO STA. 1387+99 PMD-11

PMD-10

PMD-9

PMD-8

PMD-7

PMD-6

PMD-5

PMD-4

PMD-3

53

54

55

56

57

58

59

60

61

62

63

64

65

66

RIGHT-OF-WAY MARKER

RIGHT-OF-WAY COORDINATE SHEET -SITE 1



RW-1

ROW-1

ROW-2

ROW-3

INTERSECTION DETAIL

RUMBLE STRIPES (GROUND-IN), 2-LANE

ID

RS-2L

TYPICAL TEMPORARY EROSION CONTROL MEASURES

(SLOPE DRAIN AND TYPE "A" SILT BASIN)

TYPICAL TEMPORARY EROSION CONTROL MEASURES

TEC-2

TEC-D135

DETAIL OF TYPICAL DITCH TREATMENT

DETAIL TREATMENT INSTALLATION DETAIL FOR SOIL REINFORCING MATERIAL

TYPICAL TEMPORARY EROSION SEDIMENT CONTROL APPLICATIONS

DETAIL OF SEDIMENT BARRIER APPLICATIONS

DETAIL OF SILT FENCE INSTALLATION

DITCH CHECK STRUCTURES, TYPICAL APPLICATIONS AND DETAILS

TEMPORARY EROSION, SEDIMENT AND WATER POLLUTION CONTROL MEASURES,

SILT FENCE AND HAY BALE DITCH CHECKS

DETAILS OF EROSION CONTROL WATTLE DITCH CHECK

DETAIL OF EROSION CONTROL SILT DIKE DITCH CHECK

ROCK DITCH CHECK

STABILIZED CONSTRUCTION ENTRANCE

TEMOPORARY CULVERT STREAM CROSSING

TEMPORARY STREAM DIVERSION

DT-1

DT-1A

ECD-1

ECD-2

ECD-3

ECD-4

ECD-5

ECD-6

ECD-7

ECD-8

ECD-9

ECD-10

ECD-11

ECD-12

ECD-13

ECD-14

ECD-15

ECD-16

ECD-17

TEMPORARY STREAM DIVERSION (BOX EXTENSIONS)

FLOATING TURBIDITY CURTAIN

PRELIMINARY EROSION CONTROL PLAN





ECD-18

ECD-19

ECD-20

ECP-3

ECP-3A

ECP-4

ECP-5

ECP-6

67

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

86

87

88

89

90

91

92

93

94

95

96

97

98

99

100

101

102

05/16/2016

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER

SHEET NUMBERFILENAME:

DESIGN TEAM BARTON CHECKED DATE

DI-1

MISSISSIPPI DEPARTMENT OF TRANSPORTATION

RO

AD

WA

Y

DESIG

N

DIVISIO

NMIS

SIS

SIP

PI D

EP

AR

TM

EN

T

OF

TR

AN

SP

OR

TA

TIO

N

PL

AN

10/13/2016

5:00

DI.dgn

PM

HSIP-0032-01(025)

DI.DGN

2

COUNTY:

PROJ. NUM.:

FMS CON:102186/301000

HSIP-0032-01(025)

PEARL RIVER

VEGETATION SCHEDULE VS-1

GENERAL NOTES

ESTIMATED QUANTITIES - REQ'D. DRIVEWAYS & SIDE DRAINS

REQ'D. CURB & JUNCTION BOXES

ESTIMATED QUANTITIES - REMOVAL OF PIPES, PAVEMENT

ESTIMATED QUANTITIES - TRAFFIC CONTROL ITEMS

DETAILS OF EROSION CONTROL SANDBAG DITCH CHECK

ROCK FILTER DAM

ROCK DITCH CHECK WITH SUMP EXCAVATION AND ROCK FILTER DAM

INLET PROTECTION TYPICAL APPLICATION AND DETAILS

INLET PROTECTION DETAILS FOR COURSE AGGREGATE ON GRADES AND SAGS

INLET PROTECTION DETAILS OF MANUFACTURED INLET PROTECTIVE DEVICE

INLET PROTECTION DETAILS OF WATTLES

INLET PROTECTION DETAILS OF SANDBAGS

ECD-21

ECD-22SEDIMENT RETENTION BARRIER

ACRE OF DRAINAGE

(TYPE "D" SILT BASIN) (RIPRAP DIKE SILT BASIN) 135 CU. YDS. CAPACITY PER

REVISIONS

DATE SHEET NO. BY

PS & E PLANS-DATE

FMS CON.: 102186-301000

9/21/16 11 WM

10/13/16 DMB56,68,70

4,6-9,11-12,23,28-31,

debrown

MDOT-ADDENDUM

GENERAL NOTES GENERAL NOTES (CONT.)

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER



GN-1


RO

AD

WA

Y

DESIG

N

DIVISIO

NMIS

SIS

SIP

PI D

EP

AR

TM

EN

T

OF

TR

AN

SP

OR

TA

TIO

N

PL

AN

10/13/2016

5:00

gn.dgn

PM

10/13/16

RE

VIS

ED

NO

TE

D

MB

HSIP-0032-01(025)

GENERAL NOTES

HWY 43

GN.DGN

4

COUNTY:

PROJ. NUM.:

FMS CON:102186/301000

HSIP-0032-01(025)

PEARL RIVER

1

1

debrown

MDOT-ADDENDUM

12' TRAVEL LANE 2' 10' 18'2'10'10'16'

15" STRUCTURE THICKNESS

1

2

34

56

6

6:1

3:1

6:1

3:1

ORIGINAL GROUND LINE

4%2% 2%

4%

24'

12' TRAVEL LANE

2' 2'12' EXISTING 12' EXISTING 10' 18'10'16'

48'

24'

4%4%2%2%

1

2

3

4

1

3:1

ORIGINAL GROUND LINE6:16:1

3:1

24 4

PLAN

GRADE

PLAN

GRADE

STATION 687+00 TO STATION 692+00






1

3

1 1

2

3


22

1.5" (1 @ 1.5)

2" (1 @ 2)

WIDENING AND OVERLAY

NEW CONSTRUCTION

9.5-mm, MT, ASPHALT PAVEMENT REQ'D.

12.5-mm, MT, ASPHALT PAVEMENT REQ'D.

3" (1 @ 3) 19-mm, MT, ASPHALT PAVEMENT, TRENCH WIDENING REQ'D.

1

2

3

4

5

6




1.5" ASPHALT PAVEMENT MT (9.5mm MIX) (1 @ 1.5) REQ'D.

2" ASPHALT PAVEMENT MT (12.5mm MIX) (1 @ 2) REQ'D.

2.5" ASPHALT PAVEMENT MT (19 mm MIX) (1 @ 2.5) REQ'D.

3" ASPHALT PAVEMENT ST (19mm MIX) (1 @ 3) REQ'D.

6" CRUSHED STONE BASE w/GEOTEXTILE FABRIC TYPE V (NON-WOVEN)



(NOT A PAY ITEM)

TOP 2 LIFTS ONLY

SAFETY EDGE REQ'D

30° - 35°

7

12

ANGLE OF REPOSE

PERMITTED

SHOULDER

SA

FE

TY

ED

GE

NEW CONSTRUCTION

3.5" CRUSHED STONE BASE

11.5" BORROW B-7

7 3.5" CRUSHED STONE BASE

77

1

1

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER


DESIGN TEAM PARTON CHECKED DATE

TS-1


RO

AD

WA

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DIVISIO

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HSIP-0032-01(025)

WIDENING & OVERLAY

NEW CONSTRUCTION

TYPICAL SECTIONS

TS 1 & 2.DGN

6

COUNTY:

PROJ. NUM.:

FMS CON:102186/301000

HSIP-0032-01(025)

PEARL RIVER

48' 1

1

1

1

1

debrown

MDOT-ADDENDUM

12' TRAVEL LANE 12' TRAVEL LANE12' AND VAR. REQ'D 2' 18'2'16'

FINISH GRADE

6:1 SLOPE

4.00% SLOPE4.00% SLOPE

6:1 SLOPE

3:1 SLOPE

ORIGINAL GROUND

2.00% SLOPE2.00% SLOPE

EXISTING CENTERLINE GRADE

12' REQUIRED 12' REQUIRED

38' - 0" CROWN REQUIRED

24' - 0" 10'

1' 2' 2' 1'

B A

18' 4'

C

RELEASE OF TRAFFIC ALONG NEW ALIGNMENTCOMPLETION OF PHASE I CONSTRUCTION ANDTHE TYPICAL SECTION FOR THE MAINLINE UPONAREA TO BE CONSTRUCTED IN ACCORDANCE WITH

NEW CONSTRUCTION

1

2

3

4

5

6

15" STRUCTURE THICKNESS

1

2

34

56

6

6:1

3:1

6:1

4%2% 2% 2%

4%

PLAN

GRADE

STATION 695+00 TO STATION 705+00.00

10'&VAR. 10'& VAR.

2% 2%

60' & VAR.

36' & VAR.

1.5" ASPHALT PAVEMENT MT (9.5mm MIX) (1 @ 1.5)

2" ASPHALT PAVEMENT MT (12.5mm MIX) (1 @ 2)

2.5" ASPHALT PAVEMENT MT (19 mm MIX) (1 @ 2.5)

3" ASPHALT PAVEMENT ST (19mm MIX) (1 @ 3)

PAVEMENT

TYPICAL SECTION FOR PHASE I CONSTRUCTION OF NEW ALIGNMENT

1.5:1 OR 2:1 TEMP. SLOPE REQ'D

FOR CONSTRUCTION OF PHASE I

B

A

C


BORROW EXCAVATION


3:1


STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER



TS-2


RO

AD

WA

Y

DESIG

N

DIVISIO

NMIS

SIS

SIP

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OF

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HSIP-0032-01(025)

TYPICAL SECTIONS

NEW CONSTRUCTION

TS 1 & 2.DGN

7

COUNTY:

PROJ. NUM.:

FMS CON:102186-301000

HSIP-0032-01(025)

PEARL RIVER

(NOT A PAY ITEM)

TOP 2 LIFTS ONLY

SAFETY EDGE REQ'D

30° - 35°

7

12

ANGLE OF REPOSE

PERMITTED

SHOULDER

SA

FE

TY

ED

GE

NEW CONSTRUCTION

11.5" BORROW B-7

7 3.5" CRUSHED STONE BASE

7

7

1

1

1

1

1

1

CRUSHED STONE 1

6" CRUSHED STONE BASE W/GEOTEXTILE FABRIC TYPE V (NON-WOVEN)1

debrown

MDOT-ADDENDUM

DETAIL "A"

1

2

3

PROPOSED PAVEMENT

4

5

6

COMBINATION CONCRETE CURB & GUTTER (TYPE 2) REQ'D.7

LOCAL ROAD - THRU CHANNELIZED INTERSECTION

TYPICAL SECTION

5'20'

2'-9"

20'20'2'-9"

20'

2'-9"2'-9"2'-9"

2% SUBGRADE2% SUBGRADE

PAVED ISLANDPAVED ISLAND

CONCRETE CONCRETE

45'-6"

2'-9"

DETAIL "A"

DETAIL "B"

1

11

2 2

2

3

3

3

44

4 55

55

4

6 6

4.0%4.0% 4.0%

PLANGRADE

4.0% 4.0% 4.0% 3:1

3:1

12'

5'

VAR.& 5'

VAR.& 5'

VAR.& 5'

VAR.&

5'

2.0% OR S.E.2.0% OR S.E. 2.0% OR S.E.


2.0% OR S.E.7

7 77 7

7

THICKNESS

3

2'-9"

1

2

45

5

4.0% 4.0%

5'

VAR.& 5'

VAR.&

7 7

1

6

4.0%7

2 3 4

5

1.5" ASPHALT PAVEMENT MT (9.5 mm MIX) (1 @ 1.5 ") REQ'D.

2" ASPHALT PAVEMENT MT (12.5 mm MIX) (1 @ 2") REQ'D.

2.5" ASPHALT PAVEMENT MT (19 mm MIX) (1 @ 2.5") REQ'D.

3" ASPHALT PAVEMENT ST (19mm MIX)(1@3)

6"CRUSHED STONE BASE w/GEOTEXTILE FABRIC TYPE V (NON-WOVEN)

DETAIL "B"

VEGETATION SCHEDULE. SEE WK. SH. NO. VEG 19

INDICATES AREA TO BE TREATED IN ACCORDANCE WITH THE

EXIST. GROUND LINECUT

EXIST. GROUND LINEFILL

STATE PROJECT NO.

MISS.

DA

TE

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NB

Y

WORKING NUMBER



TS-3


RO

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Y

DESIG

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SIS

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OF

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AN

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HSIP-0032-01(025)

TYPICAL SECTIONS

WIDENING & OVERLAY

NEW CONSTRUCTION

TS 1 & 2.DGN

8

COUNTY:

PROJ. NUM.:

FMS CON:102186/301000

HSIP-0032-01(025)

PEARL RIVER

15" BORROW B-7(NOT A PAY ITEM)

TOP 2 LIFTS ONLY

SAFETY EDGE REQ'D

30° - 35°

7

12

ANGLE OF REPOSE

PERMITTED

SHOULDER

SA

FE

TY

ED

GE

NEW CONSTRUCTION

6:1

6:1

15" STRUCTURE

1

1

1

1

51

1

{ WALKIAH BLUFF ROAD

debrown

MDOT-ADDENDUM

12' 5' 5'

PLAN GRADE

12' AND VAR. 12' AND VAR.

12' 12' 12'

4:1

3:1

3:1

2.00% 2.00% 4.0%4.0%

PLAN GRADE


12' 12'

TYPICAL SECTION - WIDENING & OVERLAY

1

2

3

PROPOSED PAVEMENT

4

5

6

1 66

1.5" ASPHALT PAVEMENT MT (9.5 mm MIX) (1 @ 1.5 ") REQ'D.

2" ASPHALT PAVEMENT MT (12.5 mm MIX) (1 @ 2") REQ'D.

2.5" ASPHALT PAVEMENT MT (19 mm MIX) (1 @ 2.5") REQ'D.

6"CRUSHED STONE BASE w/GEOTEXTILE FABRIC TYPE V (NON-WOVEN)

4:1

3:1

3:1

2.00% 2.00% 4.0%4.0%

1

2

3.0% SUBGRADEORIGINAL GROUND LINE 3:1

7

TYPICAL SECTION - NEW CONSTRUCTION

3.0% SUBGRADE

3 4

5



STATE PROJECT NO.

MISS.

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HSIP-0032-01(025)

TYPICAL SECTIONS

LOCAL ROADS

NEW CONSTRUCTION

TS 1 & 2.DGN

9

COUNTY:

PROJ. NUM.:

FMS CON:102186/301000

HSIP-0032-01(025)

PEARL RIVER

LOCAL ROADS

LOCAL ROADS

(NOT A PAY ITEM)

TOP 2 LIFTS ONLY

SAFETY EDGE REQ'D

30° - 35°

7

12

ANGLE OF REPOSE

PERMITTED

SHOULDER

SA

FE

TY

ED

GE

NEW CONSTRUCTION

3" ASPHALT PAVEMENT ST (19mm MIX) (1@3)REQ'D.

3.5" CRUSHED STONE BASE

7 11.5" BORROW B-7

66

7

5' &VAR. 5' &VAR.1 1

1

1 1

debrown

MDOT-ADDENDUM

PEARL RIVER

HSIP-0032-01(025)

STATE PROJECT NO.

MISS.

DA

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10/13/2016

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W.dgn

PM

9/21/16

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HSIP-0032-01(025)


SQS43NEW.DGN

11

COUNTY:

PROJ. NUM.:

FMS CON:102186/301000

1

21

2

2

12

2

2

2

2

1

2

2

2

2

ALTERNATE

OR

OR

debrown

MDOT-ADDENDUM

PEARL RIVER

HSIP-0032-01(025)

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER



SQ-2


RO

AD

WA

Y

DESIG

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NMIS

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SQS43NEW.DGN

12

COUNTY:

PROJ. NUM.:

FMS CON:102186/301000

1

1

1

1

debrown

MDOT-ADDENDUM

712 713 714 715 716 717 718 719 720 721 722 723 724 725 726 727 7280

10

20

30

40

50

60

70

61.30

61.00

61.10

61.40

60.90

60.60

60.90

61.50

61.40

60.30

59.70

59.90

60.20

60.20

60.20

60.10

60.10

VPI 717

+50.000

EL. 64.500

-0.13333%-0.84000%

500.000' V.C.

VPI 722+

50.000

EL. 60.300

-0.84000%-0.02727%

500.000' V.C.

VPT 712

+25.000 EL. 65.200

VPC 715

+00.000 EL. 64.833

VPT 720+

00.000 EL. 62.400

VPC 720+

00.000 EL. 62.400

VPT 725+

00.000 EL. 60.232

65.24

65.10

64.97

64.83

64.63

64.28

63.80

63.17

62.40

61.64

61.05

60.61

60.34

60.23

60.20

60.18

60.15

B.M.ELEV.

61.22

NAIL IN 30" OAK

96FT. RT. OF STA. 716+13

61.26

NAIL IN 30" OAK

101FT. RT. OF STA. 720+35

B.M.ELEV.

B.M.ELEV.

NAIL IN 30" OAK

79FT. RT. OF STA. 729+60

61.07

REQ.D 36' - 18" R.C.P.

RAMP REQ'D LT.

STA. 720+60

REQ.D 28' - 18" R.C.P.

RAMP REQ'D RT.

STA. 721+90

REQ.D 36' - 18" R.C.P.

RAMP REQ'D LT.

STA. 719+00

REQ.D 32' - 18" R.C.P.

RAMP REQ'D RT.

STA. 714+90

REQ.D 36' - 18" R.C.P.

RAMP REQ'D LT.

STA. 722+40

REQ.D 28' - 18" R.C.P.

RAMP REQ'D RT.

STA. 723+40

REQ.D 32' - 18" R.C.P.

RAMP IN PLACE RT.

STA. 726+50

REQ.D 36' - 18" R.C.P.

RAMP REQ'D LT.

STA. 727+50

REQ.D 32' - 18" R.C.P.

RAMP IN PLACE LT.

STA. 726+85

CUT CU. YDS.

FILL CU. YDS.4328

2412

23

SUPER EL. FT/FT WIDTH 6

EXTRA WIDTH ON INSIDE FT

SEE DWG. CASESE-2A I

EARTHWORK TOTAL THIS SHEET

Cut

Fill

Excess

Surplus

Borrow

2412

4328

( )

Cu.Yds

Cu.Yds

Cu.Yds

Cu.Yds

Cu.Yds

UNITS TOTALS

DITCH LINER

PAVED DITCH

S.Y.

C.Y.

TON

SYMBOL

S.Y.SOIL REINF. MATERIAL

S.Y.

S.Y.

GEOTEXTILE

SOLID SOD

PERMANENTEROSION CONTROL ITEMS

RIPRAP

704

Wk. Sh.

Sh. No.Sh. No.

STATE PROJECT NO.

MISS.

COUNTY:DESIGN TEAM: FILENAME:BARTON

4

PL

AN-P

RO

FIL

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OA

DW

AY

DESIG

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N

SHEET ID:PROJECT NO. : SITE 1 PEARL RIVER HSIP-0032-01(025)

10/13/2016

17:01:19

wk4.dgn

WK4.dgn

FMS CON:102186/301000

HSIP-0032-01(025)

REVISIONS

DATE BY

10/13/16

DMB

1ADDED REFERENCE

1

1

Curve ALI43A-2

L = 1,036.777'

T = 525.236'

R = 2,624.640'

PC 715+45.330

PT 725+82.107

715

PC

St

a. 7

15

+4

5.3

30

720 725

PT

St

a. 7

25

+8

2.10

7

PO

T

St

a. 7

28

+0

0.0

00

65.00' RT

727+00.00

65.00' RT715

+45.33

65.00' LT715

+04.59

60.00' LT

725+82.11

65.00' RT

725+82.11

60.00' LT

728+00.00

EXIST. ROW

TIE TO

728+00.0065.00' LT719+04.59

60.00' LT

721+57.86

25.00' RT.

727+00.00

PP

PP

F.I.P.

PP

PP

WW

ELL

PP

PP

WW

ELL

TA

NK

CO

NC. M

ON.

FL

OW

F.I.P.

F.I.P.

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

GR

AV

EL

DRIV

E

F.C.

1 P

OW

ER

1 T

ELE

PP

PP

2 P

OW

ER

1 T

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1 T

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CA

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PP

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PP

PP

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PP

PP

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ON.

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AM

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F.I.P.

F.I.P.

PP

PP

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PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

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ER

1 T

ELE

1 T

V

CA

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1 P

OW

ER

1 T

ELE

2 P

OW

ER

1 T

V

CA

BLE

PP

1 POWER

SC

AT

TE

RE

D PIN

ES

AN

D

HA

RD

WO

ODS

2 P

OW

ER

1 T

V

CA

BLE

1 T

ELE

1 P

OW

ER

1 T

ELE 4 P

OW

ER

1 P

OW

ER

1 T

V

CA

BLE

1 T

ELE

2 P

OW

ER

1 T

ELE

15"X24' C

MP

GR

AV

EL

DRIV

E

1SM

PO

ND

GR

AV

EL

DRIV

E

WA

TE

R P

UM

P WO

OD

BA

RN

CO

NC

RET

E S

LA

B

15'x20' RCP

GR

AV

EL

DRIV

E

12"x20' R

CP

CO

NC

RE

TE

DRIV

E

18"x30' C

MP

GR

AV

EL

DRIV

E

BA

RB

WIR

E FE

NC

E

1SF

10"x12' S

TEEL PIP

EFL

OW

18"x30' C

MP

GREENHOUSE

24"x20' C

PP

18"x30' CMP

18"x24' C

MP

18"x30' C

MP

GR

AV

EL

2

TE

LE

1 P

OW

ER

GRAVEL DRIVE

42"x36' R

CP(3

x)

18"x20' C

MP

18"x24' C

MP

18"x20' R

CP

18"x20' C

MP

18"x30' C

MP

18"x30' C

PP

24"x30' C

MP

28"x30' CPP (2

x)

PASTUREHOWAR

TUCKER

CHARLES S

MITH

JOE

LEWIS

MARY FAI

A

ENGLISH

FAMILY

TRUST

WOODEDJOE

LEWIS

PP

PP

F.I.P.

PP

PP

WW

ELL

PP

PP

WW

ELL

TA

NK

CO

NC. M

ON.

SM

ALL T

REES

TA

LL

GR

ASS

AN

D

SW

AM

P

F.I.P.

F.I.P.

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

1S

M

SH

OP

BR

EN

T'S

BO

DY

GR

AV

EL

DRIV

E

2S

B

BA

RB

ED

WIR

E FE

NC

E

F.C.

1SF

1S

M

2 P

OW

ER

1 T

ELE

1 T

V

CA

BLE

1 P

OW

ER

1 T

ELE

2 P

OW

ER

1 T

V

CA

BLE

PP

1 POWER

SC

AT

TE

RE

D PIN

ES

AN

D

HA

RD

WO

ODS

2 P

OW

ER

1 T

V

CA

BLE

1 T

ELE

1 P

OW

ER

1 T

ELE 4 P

OW

ER

1 P

OW

ER

1 T

V

CA

BLE

1 T

ELE

2 P

OW

ER

1 T

ELE

15"X24' C

MP

GR

AV

EL

DRIV

E

PO

ND

GR

AV

EL

DRIV

E

WA

TE

R P

UM

P WO

OD

BA

RN

CO

NC

RET

E S

LA

B

15'x20' RCP

GR

AV

EL

DRIV

E

12"x20' R

CP

CO

NC

RE

TE

DRIV

E

18"x30' C

MP

GR

AV

EL

DRIV

E

BA

RB

WIR

E FE

NC

E

1SF

10"x12' S

TEEL PIP

EFL

OW

18"x30' C

MP

GREENHOUSE

24"x20' C

PP

18"x30' CMP

18"x24' C

MP

18"x30' C

MP

GR

AV

EL

2

TE

LE

1 P

OW

ER

GRAVEL DRIVE

42"x36' R

CP(3

x)

18"x20' C

MP

18"x24' C

MP

18"x20' R

CP

18"x20' C

MP

18"x30' C

MP

18"x30' C

PP

24"x30' C

MP

28"x30' CPP (2

x)

PASTUREHOWAR

TUCKER

CHARLES S

MITH

JOE

LEWIS

MARY FAI

A

ENGLISH

FAMILY

TRUST

WOODEDJOE

LEWIS

PP

PP

F.I.P.

PP

PP

WW

ELL

PP

PP

WW

ELL

TA

NK

CO

NC. M

ON.

1S

B

SM

ALL T

REES

TA

LL

GR

ASS

AN

D

SW

AM

P

F.I.P.

F.I.P.

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

1S

M

SH

OP

BR

EN

T'S

BO

DY

GR

AV

EL

DRIV

E

2S

B

BA

RB

ED

WIR

E FE

NC

E

F.C.

1SF

1S

M

2 P

OW

ER

1 T

ELE

1 T

V

CA

BLE

1 P

OW

ER

1 T

ELE

2 P

OW

ER

1 T

V

CA

BLE

PP

1 POWER

SC

AT

TE

RE

D PIN

ES

AN

D

HA

RD

WO

ODS

2 P

OW

ER

1 T

V

CA

BLE

1 T

ELE

1 P

OW

ER

1 T

ELE 4 P

OW

ER

1 T

V

CA

BLE

1 T

ELE

2 P

OW

ER

1 P

OW

ER

1 T

V

CA

BLE

1 T

ELE

2 P

OW

ER

1 T

ELE

15"X24' C

MP

GR

AV

EL

DRIV

E

PO

ND

GR

AV

EL

DRIV

E

WA

TE

R P

UM

P WO

OD

BA

RN

CO

NC

RET

E S

LA

B

15'x20' RCP

GR

AV

EL

DRIV

E

12"x20' R

CP

CO

NC

RE

TE

DRIV

E

18"x30' C

MP

GR

AV

EL

DRIV

E

BA

RB

WIR

E FE

NC

E

1SF

10"x12' S

TEEL PIP

EFL

OW

18"x30' C

MP

GREENHOUSE

24"x20' C

PP

18"x30' CMP

18"x24' C

MP

18"x30' C

MP

GR

AV

EL

2

TE

LE

1 P

OW

ER

GRAVEL DRIVE

GRAVEL

42"x36' R

CP(3

x)

18"x20' C

MP

18"x24' C

MP

18"x20' R

CP

18"x20' C

MP

18"x30' C

MP

18"x30' C

PP

24"x30' C

MP

28"x30' CPP (2

x)

PASTUREHOWAR

TUCKER

CHARLES S

MITH

BRENT FAI

A

JOE

LEWIS

MARY FAI

A

ENGLISH

FAMILY

TRUST

WOODEDJOE

LEWIS

MAGNETIC

RE

MO

VE

18"x20' C

MP

REMOVE

18"x30' CMP

REMOVE

18"x30' CMP

REMOVE

18"x30' CMP

REMOVE

18"x20' RCPREMOVE

12"Xx20' CPP

GR

AV

EL

NEM

TR

AP

ED

TOF TRANSPO

RT

ATIO

N

I

PPISSISS

M

I

debrown

MDOT-ADDENDUM

1350 1351 1352 1353 1354 1355 1356 1357 1358 1359 1360 1361 1362 1363 1364 1365 1366 1367 1368 1369 1370 1371 1372 1373 1374 1375 1376 1377 1378 1379160

170

180

190

200

210

220

230

240

250

236.00

236.60

237.30

237.80

238.40

236.10

240.30

240.75

238.10

232.20

228.60

230.60

233.80

234.90

233.40

230.20

226.60

222.60

219.70

219.80

221.90

224.10

226.60

230.00

229.10

221.00

215.72

221.20

227.72

228.90

B.M.ELEV.

B.M.ELEV.

235.28

NAIL IN ASPHALT

4FT. LT. OF STA. 1350+34

223.63

NAIL IN ASPHALT DRIVE

88 FT. LT. OF STA. 1367+80

LAHOMA KELLAR

LAHOMA

KELLAR

STANLEY DULAUNE JR.

CRAWFORD WALLACE

HARRY FEE JR.

LORETTA FORD

WOODED

FRANK FORD

MADELINE SMITHDAVID SMITH

PASTURE

PASTURE

MADELINE SMITH

SCATTERED TIMBER

KENNEY SMITHLAWRENCE DONNAUD

LEO SCHNELL JR.

18" PIPE

24" PIPE

24" PIPE

24" PIPE

DA=2 AC

US 231.50, DS 227.40

2 FE-1

100' - 24" RCP

STA 1360+00

EXIST PAVEMENT TO BE REMOVED


DA=131.52 ACRE

2 PC-1, 2 FE-1

16' - 18" RCP RT

8' - 18" RCP LT

EXTEND 18" WITH

STA 1353+70

48' - 18" PIPE

RAMP RT

STA 1351+46

DRY RAMP RT

STA 1355+14

48' - 18" PIPE

RAMP RT

STA 1356+35

48' - 18" PIPE

RAMP LT

STA 1356+43

DRY RAMP LT

STA 1361+96

48' - 24" RCP

RAMP LT

STA 1366+78

48' - 18" PIPE

RAMP RT

STA 1369+56

48' - 18" PIPE

RAMP RT

STA 1371+75

DRY RAMP RT

STA 1375+25

44818 FILL YRDS.

20610 CUT YRDS.

BEGIN CONSTRUCTION







US=222.00, DS=210.00

L=25', H=3'

TYPE "D" SILT BASIN

RIP RAP DS

2 - 24" FE-1

156' - 24" RCP Class IV

STA 1375+65

236.52

VPI 13

60+

00.000

EL. 242.00

+0.50000%

-3.15385%

750.000' V.C.

VPI 13

66+

50.000

EL. 221.50

-3.15385%

+0.00000%

400.000' V.C.

VPI 13

71+

50.000

EL. 221.50

+0.00000%

+3.36667

%

430.000' V.C.

+3.36667

%

VPC 13

56+

25.000 EL. 240.125

VPT 13

63+

75.000 EL. 230.173

VPC 13

64+

50.000 EL. 227.808

VPT 13

68+

50.000 EL. 221.500

VPC 13

69+

35.000 EL. 221.500

VPT 13

73+

65.000 EL. 228.738

VPC 13

75+

00.000 EL. 233.283

236.52

236.59

236.89

237.42

237.95

237.98

238.32

238.77

239.00

239.25

239.50

239.75

240.00

240.23

240.36

240.37

240.25

240.02

239.66

239.18

238.57

237.85

237.00

236.04

234.95

233.73

232.40

230.95

229.38

227.81

226.33

225.05

223.96

223.08

222.39

221.89

221.60

221.50

221.50

221.51

221.67

222.02

222.57

223.31

224.25

225.38

226.72

228.24

229.92

231.60

233.28

234.88

236.30

237.56

238.63

239.54

240.27

240.83

241.22


Cut

Fill

Excess

Surplus

Borrow

20610

44818

( )

Cu.Yds

Cu.Yds

Cu.Yds

Cu.Yds

Cu.Yds

B-9 INLET, H=MIN, TG=220.76

60' - 24" RCP

EXTEND RT 24" WITH

REPLACE WITH PC-1

REMOVE EXIST INLET

STA 1370+87

2-18" FE-1

32'-18"RCP

TG=214.50

MI-1 REQ'D. LT.

STA 1370+87

170

180

190

200

210

220

230

240

250

PO

T

St

a. 13

50

+0

0.0

00

1350 1355

PC

St

a. 13

59

+6

9.7

60

1360

PT

St

a. 13

63

+4

7.8

30

1365

PC

St

a. 13

65

+2

3.3

09

1370

1375

Curve ALI43C-1

L = 378.070'

T = 189.103'

R = 5,729.578'

PC 1359+69.760

PT 1363+47.830

Curve ALI43C-2

L = 1,706.452'

T = 955.020'

R = 1,525.000'

PC 1365+23.309

PT 1382+29.761

350355

360

365370

375

1SFGRAVEL D

RIVE

CHAIN LINK

18"x2

0' RCP

SCATTERED PIN

ES A

ND HARDWOODS

SCATTERED PIN

ES A

ND HARDWOODS

GRAVEL DRIV

EGATE

PLANTED PIN

ES

1SB

1SB

TANK

DEISEL T

ANK

SHED

WV

PP

PP

PP PPSHED1SM W

WELLWV

FLAG

POLE

PP

GARAGE 1SF

GRAVEL DRIV

E

FLAG

POLE

BARBEDWIRE F

ENCE

BARBEDWIRE F

ENCE

POOL

PP

PP

W

WELL

PP

1SF

SHED

SHED

SHED

PP PP1SF

1SM1SM

1SM

W WE

LL

PPT

1SF

CHAINLIN

K

.26 A

C

POND

WATERLINE

18"x6

0' RCP

4' CHAIN

LINK

WOODS ROAD

24"x10

4' RCP

SCATTERED PIN

ES A

ND HARDWOOD

18"x3

2' RCP

12"x3

0' CMP

WOOD FENCE

PPPP

PPPP

PP

PP

PP

PP

PP

2 POWER

2 POWER

2 TELE

2 POWER

1 TELE

TP

TP

TP

TP

TELEPHONE L

INE

4 POWER

2 POWER

WOOD FENCE

2 POWER

2 POWER

1 TELE

95.00' LT

75.00' RT

1363+47.8370.0

0' R

T

75.00' RT

1365+23.31

55.00' RT1367+00.00

55.00' RT

1368+50.00

70.00' RT1368+50.00

75.00' RT1367+00.00

100.0

0' RT

1372+

00.00

100.00' R

T137

1+50.0

0

70.00' R

T137

1+50.0

0

70.00' R

T137

2+00.00

95.00' LT

1350+00.00

EXIST. R.O.W.

TIE TO

1350+00.00

75.00' RT

1350+00.00

EXIST ROW

TIE TO

1350+00.00

EXIST ROW

TIE TO

75.00' RT

1359+69.76

TEMP EASEMENT13

74+5

0.00

155.

61' R

T

1375

+05.

0916

5.15' RT

1376

+35.9

9

131.15' RT

1378+97.2

4

1SF

1SB

TE

MP. EASE

MENT REQ'D

5'x4'X

56' B

OX CULVERT

1380

UNITS TOTALS

DITCH LINER

PAVED DITCH

S.Y.

C.Y.

TON

SYMBOL

S.Y.SOIL REINF. MATERIAL

S.Y.

S.Y.

GEOTEXTILE

SOLID SOD

PERMANENTEROSION CONTROL ITEMS

203

RIPRAP

Wk. Sh.

Sh. No.Sh. No.

STATE PROJECT NO.

MISS.


WK7

PL

AN-P

RO

FIL

ER

OA

DW

AY

DESIG

N

DIVISIO

NMIS

SIS

SIP

PI D

EP

AR

TM

EN

T

OF

TR

AN

SP

OR

TA

TIO

N


10/13/2016

17:01:20

wk7.dgn

WK7.DGN

28

FMS CON:102186/301000

HSIP-0032-01(025)

11

1

1

1

1

1

REVISIONS

DATE BY

10/13/16

DMB

1REMOVED ROW MARKER

NEM

TR

AP

ED

TOF TRANSPO

RT

ATIO

N

I

PPISSISS

M

I

debrown

MDOT-ADDENDUM

1379 1380 1381 1382 1383 1384 1385 1386 1387160

170

180

190

200

210

220

230

240

250

B.M.ELEV.

229.76

NAIL IN EDGE OF ASPHALT

85FT. LT. OF STA. 1378+65

LYLE STOCKSTILL

JAN BURGE

ROBERT MICHEL, IIILAWRENCE

DONNAUD

LEO SCHNELL JR

SHE

D

PT

St

a. 13

82

+2

9.7

61

PP


DRY RAMP RT

STA 1380+50

DRY RAMP LT

STA 1381+64

48' - 18" PIPE

RAMP RT

STA 1383+85

DRY RAMP RT

STA 1385+05

1022 CUT YRDS.

11232 FILL YRDS.

END CONSTRUCTION

29

1 TON #300 RIP RAP

VPI 13

79+

00.000

EL. 246.75

-2.16750%

800.000' V.C.

241.22

VPT 13

83+

00.000 EL. 238.080

241.22

241.43

241.47

241.34

241.03

240.55

239.90

239.08

238.08

237.19

236.09

234.98

234.37

231.98

230.20

228.05

225.90

170

180

190

200

210

220

230

240

250

228.90

229.50

231.30

232.60

234.80

237.50

237.10

238.40

237.50

236.90

235.80

234.40

233.60

231.20

229.10

227.60

225.90


Cut

Fill

Excess

Surplus

Borrow

1022

11232

( )

Cu.Yds

Cu.Yds

Cu.Yds

Cu.Yds

Cu.Yds

Curve ALI43C-2

L = 1,706.452'

T = 955.020'

R = 1,525.000'

PC 1365+23.309

PT 1382+29.761

DS = 210.00

US = 222.00

L=25 H=3

BASIN REQ.

TYPE "D" SILT

STA. 1375+65.74

Wk. Sh.

Sh. No.Sh. No.

STATE PROJECT NO.

MISS.


8

PL

AN-P

RO

FIL

ER

OA

DW

AY

DESIG

N

DIVISIO

NMIS

SIS

SIP

PI D

EP

AR

TM

EN

T

OF

TR

AN

SP

OR

TA

TIO

N


10/13/2016

17:01:22

wk8.dgn

WK.8

FMS CON:102186/301000

HSIP-0032-01(025)

11

REVISIONS

DATE BY

10/13/16

DMB

1REMOVED ROW MARKER

1SF

1SB

TEMP. EASEMENT REQ'D

BEHIND STATION

EQUATION BASED ON

ROW MARKERS AT BEARING

70.00' RT

1382+2

9.76110

.00' LT138

2+29.7

6

70.00' RT

1387+9

9.67

110.00' LT138

7+99.6

7

1387+9

9.67EXIS

T ROWTIE

TO

1387+9

9.67

EXIST R

OWTIE TO

EXIST R

OWTIE TOTHIS AREA

ROW REQ'D

1374+50.00

155.61' RT

1375+05.09

165.15' RT

1376+35.99

131.15' RT1378+97.24

163.32' RT

1380+05.67

165.09' RT1378+98.63

104.96' RT

1380+38.1670.

00' RT138

2+29.7

6

PUMP HOUSE

SHED

OFFICE

WILDLIFE MANAGEMENT

GRAVEL DRIVE

BARBEDWIRE FENCE

GRAVEL DRIVE12"x30' RCP

1SM

1SM

SCATTERED PINES AND HARDWOODS

GRAVEL DRIVE

GATE

1SB

PP

PP

PP

GRAVEL DRIVE

PPT

PP

PP

PP

PP

PP

WWELL

4' CHAINLINKPP

PPPPT

PP

PP

2 POWER

2 POWER

2 POWER

2 POWER

1 TELE

2 TELE

2 POWER2 TELE

2 TELE

1375

1380

PT

St

a. 13

82

+2

9.7

61

1385

PO

T

St

a. 13

87

+9

9.6

76

Curve

ALI43C-2

L = 1,706.4

52'

T = 955.0

20'

R = 1,525.0

00'

375

380

385

Curve

ALI43C-2

L = 1,706.452'

T = 955.0

20'

R = 1,525.000'

PC 1365+23.30

9

PT 1382+

29.761

AH N 47° 42' 39" E

BK N 48° 14' 28" E

@ STA 1382+29.76

BEARING EQUATION

NEM

TR

AP

ED

TOF TRANSPO

RT

ATIO

N

I

PPISSISS

M

I

debrown

MDOT-ADDENDUM

B.O.P.

STA. 68

7+00

SITE 1

E.O.P. STA. 728+

00

SITE 1

HWY. 43

250'

250'

250'

250'

250'

ROAD

500 FT48x48

W20-1

WORK

250'

500'

R2-124x30

SP

EE

D

LIM

IT45

ROAD

48x48

W20-1

1000 FT

WOR

K

36x48

R16-3

WHEN

WO

RKERS

ARE PRESENT

SPEEDIN

G

FINES

DOUBLE

D

48x48

W20-1

ROADWOR

K

1500 FT

250'

250'

250'

250'

250'

500'

CADD

250'

R2-1 24x30

SP

EE

D

LIM

IT 55

R2-1

24x30S

PEE

D

LIM

IT

55

G20-2

48x24

ROAD

WORK

END

G20-248x24

ROAD

WORK

END

TYPE lll BARRICADE (6' WIDE)

MOUNTED ON (DBL. FACE)

NOTE: SHEET NOT TO SCALE

NOTE: R2-1 SIGNS SHALL BEBLACK AND WHITE.

TRAFFIC CONTROL ITEMS

SIGN: W3-5

SIGN: R16-3

SIGN: G20-2

SIGN: R2-1 WITH

FLOURESCENT ORANGE PLAQUE

2

2

4

2

8

24'BARRICADES III (D.F.) (6')

TOTAL

SIGN: W20-1

PROJECT NO. :COUNTY:PEARL RIVERFILENAME:DESIGN TEAM: DCS.DGNSUTTERFIELD

Warning Light

Type "B"

W

arning Light

Type "B"

Type"B" Warning Light 2

W3-5

48x48

SP

EE

DLIM

IT

45

48x48 W20-1

ROAD

WORK

AHEAD

48x48

W20-1

RO

AD

WOR

K

AHEA

D

R2-1

24x30S

PE

ED

LIM

IT

45

ROAD 48x48

W20-1

1000 FTWORK

ORANGE PLAQUE (24X12) FLOURESCENT

48x48W20-1

ROAD

WORK

1500 FT

W3-5

48X48S

PE

ED

LIM

IT

45

36x48R16-3

WHE

N

WO

RKERS

ARE PRESE

NT

SPEEDIN

G

FIN

ES

DO

UBLED

ORAN

GE PLA

QUE

(24x12) F

LOUR

ESCE

NT

O

RANG

E PLAQ

UE

(24x12) FLO

URESCE

NT

ORANGE PLAQUE

(24x12) FLOURESCENT

(DBL. FACED) BARRICADE (6' W

IDE)

MOUNTED ON TYPE III

ROAD500 FT

48x48

W20-1

WOR

K

(DBL. F

ACED)

BARRICAD

E (6' WIDE)

M

OUNTED O

N TYPE III

(DBL. F

ACED)

BA

RRICAD

E (6' WIDE)

MOU

NTED O

N TYPE III

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER


DESIGN TEAM CHECKED DATE 06/22/15

DCS-1


RO

AD

WA

Y

DESIG

N

DIVISIO

NMIS

SIS

SIP

PI D

EP

AR

TM

EN

T

OF

TR

AN

SP

OR

TA

TIO

N

PL

AN

10/13/2016

5:01

dcs.dgn

PM

10/13/16

RE

MO

VE

D

NO

TE

D

MB

HSIP-0032-01(025)

DETAIL OF

CONSTRUCTION SIGNING

SITE 1

DCS.DGN

30

COUNTY: PEARL RIVER

PROJ. NUM.: HSIP-0032-01(025)

FMS CON:102186/301000

HSIP-0032-01(025)

1

1

*

debrown

MDOT-ADDENDUM

CA

DD

SITE 2

HWY. 43

E.O.S. STA. 967+29.351

W20-1

48x48 ROAD

WORK

AHEAD

NOTE: R2-1 SIGNS SHALL BEBLACK AND WHITE.

TRAFFIC CONTROL ITEMS

SIGN: W3-5

SIGN: R16-3

SIGN: G20-2

SIGN: R2-1 WITH

FLOURESCENT ORANGE PLAQUE

2

2

4

2

8SIGN: W20-1

BARRICADES III (D.F.) (6') 24'

B.O.P. STA.

913+00

SITE 2

250'

250'

250'

250'

250'

ROAD

500 FT48x48

W20-1

WORK

R2-1

24x30S

PE

ED

LIM

IT

45ROAD

48x48W20-1

1000 FTWORK

36x48R16-3

WHE

N

WO

RKE

RS

ARE P

RESE

NT

SPEEDIN

G

FIN

ES

DO

UBLED

48x48W20-1

ROAD

WORK

1500 FT

W3-5

48x48S

PE

ED

LIM

IT

45

500'

TYPE lll B

ARRICA

DE (6'

WIDE)

MOU

NTED O

N

(DBL. F

ACE)

250'

R2-1

24x30

SP

EE

D

LIM

IT

55

G20-2

48x24

ROAD

WORK

END

ROAD500 FT

48x48

W20-1

WOR

K

R2-1

24x30

SP

EE

D

LIM

IT

45

ROAD

48x48

W20-1

1000 FT

WOR

K

36x48

R16-3

WHE

N

WO

RKERS

ARE PRESE

NT

SPEEDIN

G

FIN

ES

DO

UBLED

48x48

W20-1

ROAD

WOR

K

1500 FT

250'

250'

250'

250'

250'

500'

NOTE: SHEET NOT TO SCALE

COUNTY: PEARL RIVERPROJ. NO.: HSIP-0032-01(025)

PROJECT NO. : SHEET ID:COUNTY:PEARL RIVER DCS-2FILENAME:DESIGN TEAM: DCS.DGNSUTTERFIELD

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER


DESIGN TEAM CHECKED DATE 06/22/15

DCS-2


RO

AD

WA

Y

DESIG

N

DIVISIO

NMIS

SIS

SIP

PI D

EP

AR

TM

EN

T

OF

TR

AN

SP

OR

TA

TIO

N

PL

AN

10/13/2016

5:01

dcs.dgn

PM

10/13/16

RE

MO

VE

D

NO

TE

D

MB

HSIP-0032-01(025)

DETAIL OF

CONSTRUCTION SIGNING

SITE 2

DCS.DGN

31

FMS CON:102186/301000

48x48

W20-1ROAD

WORK

AHEAD

250'

R2-1

24x30S

PE

ED

LIM

IT

55

G20-248x24

ROAD

WORK

END

Warning Light

Type "B"

Warning Light

Type "B"

Type"B" Warning Light 2

W3-5

48x48

SP

EE

DLIM

IT

45

ORAN

GE PLA

QUE

(24x12) F

LOUR

ESCE

NT

(DBL. FACED) BARRICADE (6' W

IDE)

MOUNTED ON TYPE III

ORANGE PLAGUE (24x12) FLOURESCENT

ORAN

GE PLA

QUE

(24x12) F

LOUR

SECE

NT

(DBL. F

ACED)

BA

RRICAD

E (6' WIDE)

MOU

NTED O

N TYPE III

ORANGE PLAQUE

(24x12) FLOURSECENT

(DBL. FACED)

BARRICADE (6' W

IDE)

MOUNTED ON TYPE III

HSIP-0032-01(025)

1

1

*

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MDOT-ADDENDUM

24SKIP YELLOW

REFLEC. RAISED MARKERSTWO-WAY YELLOW

CONT. YELLOW

2 SKIP YELLOW

EDGE WHITE

EDGE WHITE

PAVEMENT MARKINGSYMBOL DESCRIPTION TYPE QUANTITY

TRAFFIC STRIPE (SKIP WHITE)

TRAFFIC STRIPE (SKIP YELLOW)

TRAFFIC STRIPE (CONT. YELLOW)

TRAFFIC STRIPE (CONT. WHITE)

LEGEND

RED-CLEAR REFLECTIVE RAISED MARKERS

TWO-WAY YELLOW REFLEC. RAISED MARKER

1

2

3

4

5

6

7

TRAFFIC STRIPE (EDGE WHITE)

10

11

THERMO PLAS.

THERMO PLAS.

TRAFFIC STRIPE (EDGE YELLOW)

THERMO PLAS.

THERMO PLAS.

THERMO PLAS.

THERMO PLAS.

THERMO PLAS.

THERMO PLAS.

4

4 EDGE WHITE

5

MA

TC

H

LIN

E

MATCH LINESTA. 717+00.00

ST

A.

704

+00.0

0

1160

77

DETAIL TRAFFIC STRIPE WHITE

DETAIL TRAFFIC STRIPE YELLOW8

9

THERMO PLAS.

@ 20' O.C.12" DIAGONAL DETAIL YELLOW8

54

2600

SCALE 1" - 40'

0 40

PERMANENT PAVING

MARKING DETAIL

STA. 704+00 TO 717+00

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER


DESIGN TEAM BARTON CHECKED DATE 56

PMD-3


RO

AD

WA

Y

DESIG

N

DIVISIO

NMIS

SIS

SIP

PI D

EP

AR

TM

EN

T

OF

TR

AN

SP

OR

TA

TIO

N

PL

AN

10/13/2016

5:01

pmd3_site1.dgn

PM

10/13/16

RE

MO

VE

D

NO

TE

D

MB

HSIP-0032-01(025)

PMD3_SITE1.DGN

COUNTY:

PROJ. NUM.:

FMS CON:102186/301000

HSIP-0032-01(025)

PEARL RIVER

11

1581

1

1

705

PT

St

a. 7

05

+4

5.2

50

710

715

PC

St

a. 7

15

+4

5.3

30

PC Sta. 0+35.081

PT

Sta. 3

+79.571

MAG

NETIC

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MDOT-ADDENDUM

RIGHT OF WAY MARKERS

STAMP MARKER AS:NORTHING EASTINGALIGNMENT STATION OFFSET

RIGHT OF WAY

MARKERS

ROW MARKER NAME /NORTHING EASTINGALIGNMENT STATION OFFSET

THEN PLACE A LINE THROUGH INCORRECT VALUES.VALUES IN THE LINE BELOW THE MARKER ANDSHOWN IN THIS TABLE , ENTER THE CORRECTIF MARKERS FIELD LOCATION IS DIFFERENT THAN

102186-201000-001 ALI43C 1350+00.000 -95.000

102186-201000-002 ALI43C 1350+00.000 -49.906

102186-201000-003 ALI43C 1350+00.000 50.095

102186-201000-004 ALI43C 1350+00.045 75.002

102186-201000-005 ALI43C 1355+86.453 -95.000

102186-201000-006 ALI43C 1359+69.760 75.000

102186-201000-007 ALI43C 1363+47.830 75.000

102186-201000-008 ALI43C 1365+23.309 75.000

102186-201000-009 ALI43C 1367+00.000 55.000

102186-201000-010 ALI43C 1367+00.000 75.000

102186-201000-011 ALI43C 1368+50.042 55.009

102186-201000-012 ALI43C 1368+50.042 70.009

102186-201000-013 ALI43C

102186-201000-014 ALI43C

102186-201000-015 ALI43C

102186-201000-016 ALI43C

102186-201000-017 ALI43C

1374+50.000 70.000

102186-201000-018 ALI43C

1375+05.090 155.610

102186-201000-019 ALI43C

1376+35.990 165.150

102186-201000-020 ALI43C

1378+97.240 131.150

102186-201000-021 ALI43C

102186-201000-022 ALI43C

1380+38.160 104.960

1382+29.761 70.000

-81.080

-109.995

1387+99.670 -110.000

1387+99.676 -48.635

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER



ROW-3


RO

AD

WA

Y

DESIG

N

DIVISIO

NMIS

SIS

SIP

PI D

EP

AR

TM

EN

T

OF

TR

AN

SP

OR

TA

TIO

N

PL

AN

10/13/2016

5:01

R.

O.

W

MA

RK

ER

SH

EE

TS.dgn

PM

D

MB

AD

DE

D

EA

SE

ME

NT

CO

OR

DIN

AT

ES

10/13/16

RE

VIS

ED

&

AD

DE

D

RO

W

MA

RK

ER

AN

D

HSIP-0032-01(025)

R.O.W MARKER SHEETS.DGN

68

COUNTY:

PROJ. NUM.:

FMS CON:102186/301000

HSIP-0032-01(025)

PEARL RIVER

1382+29.76

1382+29.76

1387+99.670ALI43C

ALI43C1387+99.676

102186-201000-023

102186-201000-024

1

1

1

1

1

1

EASEMENT COORDINATES

ALI43C1371+50.00

1371+50.00

70.00

100.00ALI43C

ALI43C1372+00.00

1372+00.00ALI43C

70.00

100.00

ALI43C 1378+98.63

1380+05.67

165.09

163.32

1

1

ALI43C

1

1

1

1

1

1

51.368

70.000

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MDOT-ADDENDUM

TRAFFIC LANEEDGE OF

LA

NES

TR

AV

EL

SECTION "A-A"DETAIL "A"

PLAN

2'

PAVED SHOULDEREDGE OF

12"

12'

11' or

12'

11' or

THE ENGINEER

NORMAL SHOULDER WIDTH AS DIRECTED BY

ROADWAYS OR OTHER INTERRUPTIONS IN

OMITTED ACROSS PRINCIPAL INTERSECTING

GROUND-IN RUMBLE STRIPES SHALL BE

3. COST TO BE PAID FOR USING APPROPRIATE PAY ITEMS

GENERAL NOTES

1.

2.

SEE DETAIL "A"SEE DETAIL "A"

1/2" TOLERANCE7.0"

12"

12"

7"

A A

6" TRAFFIC STRIPE

4. DO NOT USE WHERE TRAVEL LANE IS LESS THAN 11' WIDE.

NOT TO SCALE

1/2" - MAX.

3/8" - MIN.

SHOULDER

2' PAVED

SHOULDER

2' PAVED

SH

OU

LD

ER

VA

RIA

BLE

SH

OU

LD

ER

VA

RIA

BLE

SH

OU

LD

ER

VA

RIA

BLE

SH

OU

LD

ER

VA

RIA

BLE

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER

SHEET NUMBERFILENAME: RUMBLE STRIPE 2LANE.DGN

DESIGN TEAM s reeves CHECKED DATE 05/01/14 70

RS-1


HSIP-0032-01(025)

RO

AD

WA

Y

DESIG

N

DIVISIO

NMIS

SIS

SIP

PI D

EP

AR

TM

EN

T

OF

TR

AN

SP

OR

TA

TIO

N

PL

AN

HSIP-0032-01(025)

PEARL RIVER

10/13/2016

5:01

ru

mble stripe 2 lane.dgn

PM

COUNTY:

PROJ. NO:

NEM

TR

AP

ED

TOF TRANSPO

RT

ATIO

N

I

PPISSISS

M

I

2-FT ASPH. SHLD)

(ASPH. LANES,

2-LANE HIGHWAYS

RUMBLE STRIPES

FMS CON:102186/301000

1

110/1

3/1

6

1

DM

BR

EM

OV

ED

&

RE

VIS

ED

NO

TE

1PAVED SHOULDERS ON THIS PROJECT

ON LEFT AND RIGHT SHOULDERS OF ALL MAINLINE

GROUND-IN RUMBLE STRIPES SHALL BE APPLIED

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MDOT-ADDENDUM

Documents

S E C T I O N 9 0 5 -- P R O P O S A L CONTINUED)mdot.ms.gov/bidsystem_data/20161025/ADDENDUMS/102186301_1.… · 1 DATED 10/20/2016 ADDENDUM NO. DATED ADDENDUM NO DATED ADDENDUM