31

32 33 34

35

36

43

41

37

15161718

19

2021 22

27282930

1314

16

23

24

2640

41

39

SALEM

CAM

PG

RO

UND

RD.

JODY

BA

XT

ER

RD

.

AIRPORTRD.

LE

EA

ND

ER

SO

NR

D.

IPC

RD

.

GRAIN ELEVATOR

RD

.

MT

.

PLEASANT

RD.

ELLIS HODGE RD.

DO

N B

AR

TO

N

RD

.

FO

RR

ES

T

DR.

HIL

L

PLE

AS

AN

TH

ILL

CH

UR

CH

RD

.

ROBERTFAIRLEY RD.

Basin

DO

NA

LD

SO

NR

D.

DAVE BROWN

RD.

MIS

SIS

SIP

PI

PO

WE

R

63

63

STATE AID ENGINEER DATE

INDICATES APPROXIMATE

LOCATION OF PROJECT.

FOR INDEX SEE SHEET NO. 2

SCALE

PLAN

PROFILE

TITLE

HORIZ:

VERT:

PASCAGOULA

GULFPORT

LUCEDALE

HATTIESBURG

LAUREL

MC COMB

BROOKHAVEN

PORT

GIBSON

NATCHEZ

VICKSBURG

FOREST

M

E

R

I

D

I

A

N

YAZOO

CITY

K

O

S

C

I

U

S

K

O

WEST

POINT

COLUMBUS

G

R

E

E

N

W

O

O

D

I

N

D

I

A

N

O

L

A

G

R

E

E

N

V

I

L

L

E

GRENADA

HOUSTON

OXFORD

B

A

T

E

S

V

I

L

L

E

C

L

A

R

K

S

D

A

L

E

HOLLY

SPRINGS

NEW

ALBANY

T

U

P

E

L

O

F

U

L

T

O

N

C

O

R

I

N

T

H

ABERDEEN

JACKSON

1IN.= 5 FT.

1IN.= 2,000 FT.

1IN.= 50 FT.

1IN.= 50 FT.

PREPARED BY

COUNTY ENGINEER DATE

45881-00

NONE

NONE

LOCAL SYSTEM BRIDGE PROJECT NO. LSBP-20(12)

GEORGE COUNTY SHEET NO. 1

LOCAL SYSTEM BRIDGE PROJECT NO. LSBP-20(12)

GEORGE COUNTY SHEET NO. 1

STANDARD SPECIFICATIONS FOR STATE AID ROAD AND BRIDGE

CONSTRUCTION CURRENTLY APPROVED BY THE OFFICE OF STATE AID ROAD

CONSTRUCTION OF THE MISSISSIPPI DEPARTMENT OF TRANSPORTATION AND

THE FEDERAL HIGHWAY ADMINISTRATION ARE MADE A PART HEREOF FULLY

AND COMPLETELY AS IF ATTACHED HERETO, EXCEPT WHERE SUPERSEDED

BY THE SPECIAL PROVISIONS, OR AMENDED BY REVISIONS.

OFFICE OF STATE AID ROAD CONSTRUCTION

MISSISSIPPI DEPARTMENT OF TRANSPORTATION

APPROVED

LENGTH OF ROADWAY 507.04 FT. 0.096 MI.

LENGTH OF BRIDGES 92.96 FT. 0.018 MI.

LENGTH OF PROJECT (NET) 0.114 MI.

LENGTH OF EXCEPTIONS 0.00 FT. 0.000 MI.

LENGTH OF PROJECT (GROSS) 0.114 MI.

LENGTH DATA

EXCEPTIONS

EQUATIONS

INDEX

NOTE

REPLACES:

BRIDGE - NO. SA20-045

WITH SA20-A045

GEORGE COUNTY

JACKSON COUNTY

LU

CE

DA

LE

STA. 64+50

END OF PROJECT

STA. 58+50

BEGINNING OF PROJECT

STA. 61+02.00 BRIDGE REQ'D.

3@31' PRECAST CONCRETE SLABS

92.96' ALONG ℄, 26.5' CLEAR ROADWAY

PA

SC

AG

OU

LA

RO

T

S

S

S

12445

N

E

T

A

O

F

N

E

G

GE

R

R

P

S

I

S

S

E

IM

E

S

I

L

A

NO

I

P

R

E

R

T

E

B

D

E

T

B

O

S

E

R

F

O

P

D

B

I

A

M

O

N

D

SPECIMEN COPY

LOCAL SYSTEM BRIDGE PROJECT NO. LSBP-20(12)

GEORGE COUNTY SHEET NO. 2

LOCAL SYSTEM BRIDGE PROJECT NO. LSBP-20(12) GEORGE COUNTY SHEET NO. 2

QUANTITY AND INDEX SHEET

07/5/2016

M.B.

BOB

N.T.S

1FOR USE AS TEMPORARY SURFACE.

INCLUDES QUANTITY FOR TEMPORARY SEEDING (0.50 ACRES).

PER MS STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, MDOT 2004 EDITION.

CEMENTITIOUS MATERIAL EXPOSURE TO SULFATES IS NEGLIGIBLE.

2

45881-00

RO

T

S

S

S

12445

N

E

T

A

O

F

N

E

G

GE

R

R

P

S

I

S

S

E

IM

E

S

I

L

AN

O

I

P

R

E

R

T

E

B

D

E

T

B

O

S

E

R

F

O

P

D

B

I

A

M

O

N

D

N

1

NOTE:

INCIDENTAL WORK FOR WHICH NO PAY ITEM IS PROVIDED IN THE PROPOSAL

SHALL BE CONSIDERED INCLUDED IN THE PRICES AND PAYMENT FOR BID ITEMS.

GENERAL NOTES:

1. THE ENGINEER WILL SET NECESSARY CONSTRUCTION STAKES TO CONTROL THE WORK, HOWEVER THE CONTRACTOR WILL BE REQUIRED TO

CHECK AND PRESERVE AS PER SECTION S-105 OF THE STANDARD SPECIFICATIONS.

2. EXISTING UTILITIES ARE SHOWN BASED UPON THE BEST INFORMATION AVAILABLE TO THE ENGINEER. UTILITY RELOCATION WORK MAY BE

ONGOING DURING CONSTRUCTION. REMOVING AND DISPOSING OF ALL ITEMS GENERATED DURING UTILITY RELOCATION WILL BE CONSIDERED

UNDER CLEARING AND GRUBBING AND WILL NOT BE MEASURED FOR SEPARATE PAY. THE CONTRACTOR MUST COORDINATE DIRECTLY WITH

EACH UTILITY OWNER TO HAVE UTILITY LINES FIELD LOCATED IN ADVANCE OF CONSTRUCTION.

3. THE EROSION CONTROL DEVICES SHOWN IN THESE PLANS ARE A MINIMUM REQUIREMENT. THE CONTRACTOR SHALL INSURE THAT SILT DOES

NOT LEAVE THE RIGHT-OF-WAY DURING CONSTRUCTION.

4. THE SUBGRADE SHALL BE PREPARED, COMPACTED AND PROTECTED AS PER SECTION S-205 OF THE STANDARD SPECIFICATIONS.

5. SOME AREAS WILL REQUIRE SITE GRADING TO PROVIDE POSITIVE DRAINAGE. SITE GRADING IS NOT CONSIDERED A SEPARATE PAY ITEM.

6. DO NOT ALLOW WATER TO POND WITHIN ROADWAY. IMMEDIATELY BACK FILL UNDERCUT AREAS. GRADE AREAS OF EXCAVATION TO DRAIN

DAILY AND IN ADVANCE OF RAIN.

7. THE CONTRACTOR SHALL HAVE ON SITE DURING CONSTRUCTION OPERATION PROPER EQUIPMENT REQUIRED TO INSURE SUFFICIENT

COMPACTION OF COURSES (LAYERS) IE: SHEEPS FOOT ROLLER, PNEUMATIC RUBBER TIRE ROLLER(S), FARM TRACTOR(S) WITH DISK,

DOZER(S), WATER TRUCK & ROAD GRADER(S). SEE SECTION S-108.05 OF THE STANDARD SPECIFICATIONS.

8. NO COURSE (LAYER) SHALL BE COVERED WITHOUT APPROVAL FROM THE ENGINEER REGARDLESS OF RESULTS FROM DENSITY TEST.

9. IF DETERMINED BY THE ENGINEER THAT IN-PLACE MATERIALS ARE TOO WET, DUE TO WEATHER, ALL HAULING OPERATIONS SHALL BE HALTED.

10. EACH COURSE (LAYER) SHALL BE SHAPED TO REQUIRED SECTION, WATERED OR AERATED AS NECESSARY TO PRODUCE THE REQUIRED

MOISTURE & COMPACTION THROUGHOUT THE OPERATION.

11. TOPSOIL STRIPPED FROM CONSTRUCTION LIMITS AND USED FOR SLOPE TREATMENT WILL BE INCLUDED IN THE MEASUREMENT AND PAYMENT

FOR UNCLASSIFIED EXCAVATION ONLY.

12. ALL TRAFFIC CONTROL DEVICES, PLASTIC DRUMS, CONES, ETC., SHALL MEET THE REQUIREMENTS OF THE MUTCD AND BE APPROVED BY THE

ENGINEER PRIOR TO USE.

13. THE LOCATION AND SPACING OF SIGNS SHOWN ON THE TRAFFIC CONTROL PLAN ARE APPROXIMATE AND MAY BE ADJUSTED AS NECESSARY TO

FIT FIELD CONDITIONS.

14. THE CONTRACTOR SHALL FURNISH THE ENGINEER COPIES OF ALL WARRANTIES, GUARANTIES, CERTIFIED TEST REPORTS, CERTIFICATES OF

COMPLIANCE, MIX DESIGNS, ETC., FOR ALL MATERIALS TO BE USED IN THE WORK, IN ADVANCE OF THE TIME OF PROPOSED USE, AS PER SECTION

S-106 OF THE STANDARD SPECIFICATIONS. ANY WORK PERFORMED PRIOR TO APPROVAL OF MATERIALS WILL BE THE SOLE RESPONSIBILITY OF

THE CONTRACTOR.

15. SPECIFICATIONS: MISSISSIPPI STANDARD SPECIFICATIONS FOR STATE AID ROAD & BRIDGE CONSTRUCTION, 2004 EDITION.

16. NO UNAUTHORIZED CHANGE OF PLANS WILL BE PERMITTED.

17. CONCRETE SURFACES SHALL BE FINISHED IN ACCORDANCE WITH SECTION S-804.03.19 OF THE SPECIFICATIONS.

18. EXISTING MATERIAL (SOIL AND WATER) SULFATE CONTENT IS NEGLIGIBLE. REQUIRED EMBANKMENT AND FILL IN CONTACT WITH CONCRETE

STRUCTURES IS REQUIRED TO HAVE NEGLIGIBLE SULFATE CONTENT.

19. THE CONTRACTOR IS REQUIRED TO GIVE THE ENGINEER NOTICE IN WRITING AT LEAST 24 HOURS BEFORE BEGINNING OR DOING ANY WORK OR

CONTINUING ANY WORK AFTER ANY DELAY IN CONSTRUCTION. REFERENCE SECTION S-108.03 OF THE STANDARD SPECIFICATIONS.

PREPARED BY:

COUNTY ENGINEER DATE

3

2

N

N

N

N

N

N

N

N

3

SHEET INDEX

SHEET NO. TITLE

1 TITLE SHEET

2 QUANTITY AND INDEX SHEET

2-A TYPICAL SECTION SHEET

2-B SCHEDULES AND DETAILS

I BRIDGE LAYOUT SHEET

SA-TSP-1 TRAFFIC SIGN PLACEMENT

SDSN-8 TYPICAL INSTALLATION AND DETAILS OF DELINEATORS AND DISTANCE REFERENCE SIGNS

SDTCP-10 HIGHWAY SIGN AND BARRICADE DETAILS FOR CONSTRUCTION PROJECTS

RW-1 RIGHT-OF-WAY MARKER

ECD-1 TYPICAL TEMPORARY EROSION/SEDIMENT CONTROL APPLICATIONS

ECD-3 DETAILS OF SILT FENCE INSTALLATION

ECD-4DITCH CHECK STRUCTURES, TYPICAL APPLICATIONS AND DETAILS

ECD-6 DETAILS OF EROSION CONTROL WATTLE DITCH CHECK

PC-01-09PRECAST CONCRETE SPANS FOR USE WITH W-BEAM RAIL, 23', 24', 26'-6" ROADWAY

PC-04-09 31' x 3.5' PRECAST CONCRETE SLAB UNIT FOR USE WITH W-BEAM RAIL WITH CONCRETE POSTS

PC-11-09PRECAST CONCRETE CAPS FOR USE WITH 19 FT. & 31 FT. PRECAST CONCRETE SPANS & W-BEAM RAIL, 26'-6" ROADWAYS

PC-15-09BEARING PAD & PLACEMENT DETAILS FOR USE WITH 23', 24', 26.5', 28', & 30' CLEAR ROADWAYS NORMAL AND 30ᵒ SKEW SPANS

PC-16-09PRECAST ABUTMENT WINGWALL FOR USE WITH 19 FT. & 31 FT. PRECAST CONC. SPANS & W BEAM RAIL, 23 FT., 24 FT., & 26.5 FT. ROADWAYS

CP-0114", 16", 18", & 20" SQUARE PRESTRESSED CONCRETE PILES

3 PLAN/PROFILE SHEET & TRAFFIC CONTROL SHEET

10/19/2016

2

2

2

SUMMARY OF QUANTITIES

PAY ITEM NO. PAY ITEM TOTAL QUANTITY UNIT

ROADWAY ITEMS PLAN FINAL

S-200-A MOBILIZATION LUMP SUM LUMP SUM

S-201-A CLEARING AND GRUBBING LUMP SUM LUMP SUM

S-202-B REMOVAL OF BRIDGE AT STATION 61+17 1 UNIT

S-202-D REMOVAL OF ASPHALT (ALL DEPTHS) 1165 SQ. YD.

S-203-A UNCLASSIFIED EXCAVATION (FM) 877 CU. YD.

S-203-E BORROW EXCAVATION (CONTRACTOR FURNISHED) (LVM) (CLASS 5) 71 CU. YD.

S-304-C CRUSHED STONE (SIZE 610) (LVM) 456 CU. YD.

S-617-A RIGHT-OF-WAY MARKERS (TYPE I) 8 EACH

S-618-A MAINTENANCE OF TRAFFIC LUMP SUM LUMP SUM

S-618-B ADDITIONAL CONSTRUCTION SIGNS 0 SQ. FT.

S-630-C REFLECTORIZED TRAFFIC OBJECT MARKER(ENCAPSULATED LENS) TYPE 3 4 EACH

S-815-E GEOTEXTILE UNDER BRIDGE END TREATMENT, TYPE V, A.O.S. 0.21 - 0.43 92 SQ. YD.

EROSION CONTROL ITEMS

901-S-212-A AGRICULTURAL LIMESTONE 2.00 TON

S-212-B COMMERCIAL FERTILIZER (13-13-13) 1.00 TON

S-214-A SEEDING 1.00 ACRE

S-215-A VEGETATIVE MATERIALS FOR MULCH 3.00 TON

S-226-A SOLID SODDING 200 SQ. YD.

S-233-A TEMPORARY SILT FENCE (TYPE I)(AOS 0.15-0.84) 1250 L.F.

907-237-A WATTLES, 20" 200 L.F.

BRIDGE ITEMS

3@31' PRECAST CONC. SPANS, 26'-6" ROADWAY

S-803-A TEST PILES 2 EACH

S-803-B CONVENTIONAL STATIC PILE LOAD TEST 0 EACH

S-803-C 14" PRESTRESSED CONCRETE PILING 730 L.F.

S-803-F 18" PRE-FORMED PILE HOLE 580 L.F.

S-806-A 31' PRECAST CONCRETE SLAB UNIT, 3.5' INTERIOR 18 EACH

S-806-B 31' PRECAST CONCRETE SLAB UNIT, CURB 6 EACH

S-806-H BEAM TYPE RAILING WITH CONCRETE POSTS 186 L.F.

S-806-I 29.0' PRECAST CONCRETE CAP INTERMEDIATE UNIT, CONC. PILE 2 EACH

S-806-J 29.0' PRECAST CONCRETE CAP END UNIT, CONC. PILE 2 EACH

S-806-M 7.5' PRECAST CONC. WING 4 EACH

S-815-A LOOSE RIPRAP, 300 LB. 150 TON

S-815-E GEOTEXTILE UNDER RIPRAP, TYPE V, A.O.S. 0.21 - 0.43 278 SQ. YD.

2/9/2017

SPECIMEN COPY

LOCAL SYSTEM BRIDGE PROJECT NO. LSBP-20(12)

GEORGE COUNTY SHEET NO. 2-A

LOCAL SYSTEM BRIDGE PROJECT NO. LSBP-20(12) GEORGE COUNTY SHEET NO. 2-A

TYPICAL SECTION SHEET

07/5/2016

M.B.

BOB

N.T.S.

45881-00

*NOTE:

THIS RATE OF APPLICATION IS TO BE USED PER

SEASONAL LIMITATION INDICATED. HOWEVER, PLAN

QUANTITIES FOR THESE ITEMS ARE BASED ON A RATE OF

APPLICATION OF 3.0 TONS/ACRE.

TYPICAL GRADE, DRAIN, & TEMPORARY SURFACING SECTION

STA. 58+50 - STA. 64+50

N.T.S.

VVV

GENERAL NOTES

1. EROSION CONTROL MEASURES TO BE APPLIED ON INDICATED AREA ( ) AS PER SEASONAL LIMITATIONS. EROSION

CONTROL MEASURES NOT REQUIRED ON UNDISTURBED NATURAL GROUND.

2. EMBANKMENT AND FILL IN CONTACT WITH CONCRETE STRUCTURES IS REQUIRED TO HAVE NEGLIGIBLE SULFATE CONTENT.

3. EXISTING SURFACE TO BE SCARIFIED INTO SMALL PIECES (3" MAX.) AND CAN BE INCORPORATED INTO THE FILL SLOPES

OUTSIDE THE FUTURE PAVING LIMITS. IF NOT USED IN THIS MANNER THE CONTRACTOR SHALL DISPOSE OF OFF SITE IN

ACCORDANCE WITH ALL APPLICABLE LAWS OF DISPOSAL FOR THIS TYPE OF MATERIAL. NO SEPARATE PAY FOR REMOVAL OR

DISPOSAL.

RIGHT-OF-WAY 80' & VARIES

28' CROWN REQ'D.

10'-0" 10'-0"

CLEAR ZONE =

10'-0" RT. & LT.

4'-0" 20' ROADWAY 4'-0"

2'-6" MIN.

DITCH DEPTH

1' MIN.

1' MIN.

TEMPORARY GRAVEL SURFACE REQUIRED

(28'-0" WIDTH, 6" & VARIABLE DEPTH)

CRUSHED STONE (SIZE 610) (LVM)

RATE = 0.77 CY/L.F.

ESTIMATED FUTURE BASE

STRUCTURE THICKNESS (12")

SUBGRADE

1/2 FILL SECTION 1/2 CUT SECTION

FUTURE FINISH GRADE

2

:

1

S

L

O

P

E

3

:

1

S

L

O

P

E

3

:

1

S

L

O

P

E

3

:

1

S

L

O

P

E

TOE DITCH DETAIL

REQ'D. WHERE NATURAL GROUND

SLOPES TOWARD EMBANKMENT

2% GRADE

4%

G

RA

DE

3% GRADE

2% GRADE

4%

G

R

A

D

E

3% GRADE

10/19/2016

UNCLASSIFIED EXCAVATION

(ANY MATERIAL DEEMED UNSUITABLE

BY THE ENGINEER SHALL BE PLACED

OUTSIDE THE ROADWAY SUBGRADE

AREAS OR DISPOSED OF OFF SITE.)

RATES OF APPLICATION USED FOR ESTIMATING QUANTITIES

901-S-212-A AGRICULTURAL LIMESTONE 2 Tons/Acre

S-212-B COMMERCIAL FERTILIZER (13-13-13) 1 Ton/Acre

*S-215-A VEGETATIVE MATERIALS FOR MULCH (MAR. 1 - NOV. 15) 2 Tons/Acre

*S-215-A VEGETATIVE MATERIALS FOR MULCH (NOV. 15 - MAR. 1) 3 Tons/Acre

S-304-C CRUSHED STONE (SIZE 610) (LVM) 0.77 CY/L.F.

2/9/2017

SPECIMEN COPY

LOCAL SYSTEM BRIDGE PROJECT NO. LSBP-20(12)

GEORGE COUNTY SHEET NO. 2-B

LOCAL SYSTEM BRIDGE PROJECT NO. LSBP-20(12) GEORGE COUNTY SHEET NO. 2-B

SCHEDULES AND DETAILS

07/5/2016

M.B.

BOB

N.T.S

45881-00

2' M

IN

.

10'

5'

4" FUTURE BASE

STRUCTURE (BY OTHERS)

SUBGRADE MATERIAL FOR USE AS BRIDGE END

TREATMENT SHALL BE CRUSHED STONE (SIZE 610)

COMPACTED IN 6" (MAX.) LIFTS (30' WIDTH) (33 Cu. Yds.)

REQ'D. EACH BRIDGE END

GEOTEXTILE FABRIC, TYPE VI REQ'D. (30'

WIDTH) (46 SQ. YDS. EACH BRIDGE END)

DETAIL OF BRIDGE END TREATMENT

N.T.S.

BRIDGE END

2'-0"

1'-6"

2

:

1

S

L

O

P

E

RIPRAP DETAIL AT TOE OF SLOPE

EXTRA AREA = 3.0 SQ. FT. / LIN. FT.

1'-0"

GEOTEXTILE FABRIC

SOIL BORE LOG

61'

10/19/2016

TEMPORARY SURFACE SCHEDULE

STATION - STATION SIDE

AREA

(SQ. YD.)

CRUSHED STONE (SIZE 610)

STABILIZER COURSE (C.Y.)

(LVM)

ROADWAY

58+50 - 61+02 FULL WIDTH 784 194

61+94.96 - 64+50 FULL WIDTH 793 196

TOTAL 1,577 390

2/9/2017

SPECIMEN COPY

Elev:29.87

Elev:29.87

25 YR. HW = 56.38'

Sta:61+17.71Elev: 52.07

Sta:61+24.50Elev: 52.07

Sta:61+38.20Elev: 44.87

Sta:61+50.81Elev: 47.48

Sta:61+56.96Elev: 45.32

Sta:61+69.53Elev: 46.63

Sta:61+75.71Elev: 52.07

Sta:61+79.25Elev: 52.07

Sta:61+05.00Elev: 58.42

Sta:61+91.96Elev: 58.42

DRAINAGE DESIGN DATA

DRAINAGE AREA A = 8.71 SQ.MI.

CHANNEL SLOPE S = 26.02 FT./MI.

MAIN CHANNEL LENGTH L = 5.8 MI.

Q25 2,867 C.F.S.

DESIGN OPENING 554 S.F.

GENERAL NOTES:

1. SPECIFICATIONS: MISSISSIPPI STANDARD SPECIFICATIONS FOR STATE AID ROAD AND BRIDGE

CONSTRUCTION, 2004 EDITION.

2. NO UNAUTHORIZED CHANGE OF PLANS WILL BE PERMITTED.

3. ALL KEYWAYS SHALL RECEIVE A TROWEL FINISH.

4. CONCRETE SURFACES SHALL BE FINISHED IN ACCORDANCE WITH SECTION S-804.03.19 OF

THE SPECIFICATIONS.

5. TEST PILE DATA AND RECOMMENDED PILE LENGTHS SHALL BE SUBMITTED TO & APPROVED

BY THE BRIDGE ENGINEER BEFORE DRIVING OF PILES.

6. TEST PILES SHALL BE DRIVEN AS PERMANENT PILES AT LOCATIONS SHOWN ON FOUNDATION

PLAN AND WILL BE PAID FOR AS TEST PILES ONLY.

7. NO PAYMENT WILL BE ALLOWED FOR EXCAVATION INCIDENTAL TO CONSTRUCTION OF END

BENTS.

8. ALL WORK FOR WHICH NO PAY ITEMS ARE PROVIDED IN THE PROPOSAL WILL NOT BE PAID

FOR DIRECTLY AND COMPENSATION THEREFOR WILL BE CONSIDERED INCLUDED IN THE

PRICE AND PAYMENTS FOR BID ITEMS.

9. IF A TEST PILING DOES NOT ACHIEVE TEST PILE BEARING WITHIN TEN FEET BELOW SPECIFIED

TEST PILE MINIMUM TIP ELEVATION, THE BRIDGE ENGINEER SHALL BE NOTIFIED PRIOR TO

ANY FURTHER TEST PILING BEING DRIVEN. AFTER REVIEW OF THE TEST PILE REPORT, THE

BRIDGE ENGINEER WILL THEN DETERMINE WHETHER OR NOT TO REQUIRE A LOAD TEST.

LOAD TESTS, WHEN REQUIRED, WILL BE PAID FOR AS SET FORTH IN THE CONTRACT

DOCUMENTS FOR THIS PROJECT.

10. CONCRETE PILING EXPOSURE TO SOLUBLE SULFATES IS NEGLIGIBLE.

LOCAL SYSTEM BRIDGE PROJECT NO. LSBP-20(12)

GEORGE COUNTY SHEET NO. I

BRIDGE LAYOUT SHEET

45881-00

LOCAL SYSTEM BRIDGE PROJECT NO. LSBP-20(12) GEORGE COUNTY SHEET NO. I

07/5/2016

M.B.

BOB

NTS

BRIDGE DESIGN DATA

SPECIFICATIONS = 2007 AASHTO LRFD

BRIDGE DESIGN SPECIFICATIONS,

4TH EDITION, 2007 THROUGH 2009

INTERIMS.

DESIGN LOADING = HL-93

FY = 60,000 PSI

F'C = 4,500 PSI

N = 7

THE PILING QUANTITIES ARE ESTIMATED ONLY AND SHALL NOT BE USED TO ESTIMATE LENGTH OF TEST PILE.

*HEAD WATER ELEVATION VALUES SHOWN ON THESE PLANS ARE THEORETICAL AND MAY VARY FROM ACTUAL CONDITIONS

30'- 11 3/4" 31'-0" 30'- 11 3/4"

TOTAL LENGTH OF BRIDGE = 92'-11 1/2"

26'-6" CLEAR ROADWAY

3 @ 31' PRECAST CONCRETE SPANS

ELEVATION WITH PROFILE ON CL ROADWAY

SCALE 1" = 10'

BE

GIN

B

RID

GE

ST

A. 61+

02.00

F.G

. 61.50

ST

A. 61+

32.98

F.G

. 61.50

ST

A. 61+

63.98

F.G

. 61.50

EN

D B

RID

GE

ST

A. 61+

94.96

F.G

. 61.50

TO BRIDGE

END 11 1/2"

30'-0 1/4" 31'-0" 30'-0 1/4"

TO BRIDGE

END 11 1/2"

CL ROADWAY

FLO

W

1

STA. 61+02.96

PER STD. PC-11-09

BOTTOM OF CAP ELEV. 58.42

PILING CUTOFF ELEV. 59.09

MIN. BEARING CAPACITY 42 TONS

MIN. TIP ELEV. 24.87

STA. 61+32.98

PER STD. PC-11-09

BOTTOM OF CAP ELEV. 58.42

PILING CUTOFF ELEV. 59.09

MIN. BEARING CAPACITY 65 TONS

MIN. TIP ELEV. 19.87

STA. 61+63.98

PER STD. PC-11-09

BOTTOM OF CAP ELEV. 58.42

PILING CUTOFF ELEV. 59.09

MIN. BEARING CAPACITY 65 TONS

MIN. TIP ELEV. 19.87

STA. 61+94.00

PER STD. PC-11-09

BOTTOM OF CAP ELEV. 58.42

PILING CUTOFF ELEV. 59.09

MIN. BEARING CAPACITY 42 TONS

MIN. TIP ELEV. 24.87

FOUNDATION PLAN

SCALE 1" = 10'

STANDARDS REQ'D.

PC-01-09, PC-04-09,

PC-11-09, PC-15-09,

PC-16-09, CP-01

2:1

SLOPE

2:1

SLOPE

2 3 4

8'-4"

4'-2"

4'-2"

8'-4"

8'-4"

4'-2"

4'-2"

8'-4"

2:1

SLOPE

2:1

SLOPE

11 1/2" 30'-0 1/4" 31'-0" 30'-0 1/4" 11 1/2"

1 2 3 4

SOIL BORING LOCATION

ESTIMATED BRIDGE QUANTITIES

LOCATION

31'

PRECAST

SLAB 3'-6"

INT. UNIT

31'

PRECAST

SLAB CURB

UNIT

BEAM

RAILING

29.0'

PRECAST

CAPS INT.

UNIT

29.0'

PRECAST

CAPS END

UNIT

PRECAST

WINGS

TEST

PILES

14"

CONC.

PILING

LOOSE

RIPRAP

(300#)

FILTER

FABRIC

UNIT UNIT LIN. FT. UNIT UNIT UNIT EACH L.F. TONS S.Y.

END BENTS 2 4 400 150 278

INT. BENTS 2 2 330

INT. SPANS 6 2 62

END SPANS 12 4 124

TOTALS 18 6 186 2 2 4 2 730 150 278

SUMMARY OF HYDRAULIC DESIGN DATA

BRIDGE *DESIGN FLOOD YEAR (25) *BASIC FLOOD YEAR (100) FLOOD OF RECORD

STATION DISCHARGE

(C.F.S.)

HEAD WATER

(ELEV.)

DISCHARGE

(C.F.S.)

HEAD WATER

(ELEV.)

DISCHARGE

(C.F.S.)

HEAD WATER

(ELEV.)

61+02.00 2867 56.38 3807 N/A N/A N/A

BE

GIN

B

RID

GE

S

TA

. 61+

02.00

EN

D B

RID

GE

S

TA

. 61+

94.96

BATTER EXTERIOR PILING

1 1/2" PER FOOT

(TYP. INT. BENTS)

TEST PILE

TEST PILE

NOTE:

1) ALL PILES SHALL BE 14" PRESTRESSED

CONCRETE

2) TEST PILES SHALL BE DRIVEN TO A

MINIMUM BEARING OF 70 TONS AND A

MINIMUM TIP ELEVATION OF 14.87

0.00%

PVC ELEV: 61.50

STA. 61+95.00

50-55-55-50

EXCAVATE

EXCAVATE

2

:

1

S

L

O

P

E

2

:

1

S

L

O

P

E

10/19/2016

75 TONS

300 LB. RIPRAP

REQ'D.

75 TONS

300 LB. RIPRAP

REQ'D.

100 YEAR SCOUR

2/9/2017

SPECIMEN COPY

SPECIMEN COPY

POST

POST

DELINEATORDELINEATOR

EDGE OF PAVEMENT

REQUIRED

SINGLE OR DOUBLE AS

PAVEMENT

EDGE OF

SHOULDER

USABLE

REQUIRED

SINGLE OR DOUBLE AS

SHOULDER

EDGE OF

SHOULDER

EDGE OF

SHOULDER

UNUSABLE

AS REQUIRED

SINGLE OR DOUBLE

SHOULDER

EDGE OF

AS REQUIRED

SINGLE OR DOUBLE

CL

CL

CL

CL

TR

AFFIC

TR

AFFIC

PAVEMENT

BRIDGE END

MARKER

OBJECT

TYPE 3

MARKER

OBJECT

TYPE 3

INSTALLATION

DETAIL OF TYPE 3 OBJECT MARKER

SHOULDER

USABLE

SHOWN.

MOUNTED TO THIS FACE AS

(D10-1, D10-2, OR D10-3) ARE

OR DISTANCE REFERENCE SIGNS

DELINEATORS, OBJECT MARKERS

ROADSIDE SIGN D10-1, D10-2, & D10-3

DISTANCE REFERENCE SIGN-STANDARD

OUTSIDE SHOULDER ALONG MAIN FACILITY

DISTANCE REFERENCE SIGN MOUNTING ON

SHOULDER ALONG MAIN FACILITY OR RAMP

DELINEATOR MOUNTING ON OUTSIDE

WITH MOUNTABLE CURB ALONG MAIN FACILITY OR RAMP

DELINEATOR MOUNTING ON OUTSIDE SHOULDER

WITH UNMOUNTABLE CURB ON INSIDE

DELINEATOR MOUNTING ON INTERCHANGE LOOPS

DELINEATOR ASSEMBLY

REAR VIEW OF

MOUNTING DETAIL

OF

TR

AFFIC

DIR

EC

TIO

N

GENERAL NOTES:

SHALL BE GALVANIZED STEEL. THE POSTS ARE TO BE FABRICATED BEFORE THE

6. GROUND PLATE NOT REQUIRED ON U-SECTION POST.

2. DELINEATOR, TYPE 3 OBJECT MARKER AND DISTANCE REFERENCE SIGN POSTS

METAL IS GALVANIZED.

DOUBLE YELLOW DELINEATOR

DETAIL OF DOUBLE WHITE OR

DETAIL OF TYPE 3 OBJECT MARKER

OR SINGLE YELLOW DELINEATOR

DETAIL OF SINGLE WHITE

DISTANCE REFERENCE SIGN ASSEMBLY

TYPE 3 OBJECT MARKER OR

REAR VIEW OF

OF BRIDGE END. SEE DETAIL BELOW.

SLANT DOWNWARD TO THE RIGHT FOR LEFT SIDE

SHOWN ABOVE FOR RIGHT SIDE ONLY. STRIPES

NOTE: COLORS- BLACK AND YELLOW. STRIPING

3"

TY

PE 3

OBJ

EC

T

MA

RK

ER (9’-

0")

°

MILE

1

7

TO

TA

L

LE

NG

TH

1. DELINEATORS AND TYPE 3 OBJECT MARKER SHALL BE REFLECTIVE SHEETING

4. UNIT PRICE OF DELINEATORS AND TYPE 3 OBJECT MARKERS SHALL INCLUDE

ROLLED SECTION.

28’-0" OR MORE

B. TYPE 3 OBJECT MARKER POST 9’-0" - 2.5 lb/ft TO 3.0 lb/ft

4"

4"

4"

4"

4"

AS SHOWN

�" DIA. HOLES

AS SHOWN

�" DIA. HOLES

7’-

0"

7’-

0"

5"

5"

8"

RIVETS OF THE COLLAR TYPE OR OTHER APPROVED EQUAL.

POSTS WITH �" DIA. HUCK FASTENERS OR CHERRY

NOTE: DELINEATORS ARE TO BE FASTENED TO U-SECTION

ON 0.080" THICK ALUMINUM SHEET OR 14 GAGE GALVANIZED SHEET STEEL.

A. DELINEATOR POST 7’-0" - 2.0 lb/ft TO 2.5 lb/ft

3. WEIGHT WITHOUT GROUND PLATES:

C. DISTANCE REFERENCE SIGN POST 10’-0", 11’-0",

COST OF POST. DISTANCE REFERENCE SIGN POST WILL BE PAID FOR PER FOOT.

5. RADIUS IN BENDS OF POST CROSS SECTION NOT TO EXCEED �FOR HOT"

COLLAR TYPE OR OTHER APPROVED EQUAL.

�" DIA. HUCK FASTENERS OR CHERRY RIVETS OF THE

SIGNS ARE TO BE FASTENED TO U-SECTION POSTS WITH

NOTE: TYPE 3 OBJECT MARKER AND DISTANCE REFERENCE

2’-0"

2’-0"

2’-0"

2’-0"

2’-0"

4’-

0"

4’-

0"

4’-

0"

4’-

0" 4’-

0"

8’-

0"

(10’-

0", 11’-

0", 12’-

0")

DIS

TA

NC

E

REF

ER

EN

CE SIG

N (1

0’-

0", 11’-

0", 12’-

0")

�" DIA.

HO

LES

@ 1" O.

C.

FO

R 4’-

0"

�" DIA.

HO

LES

@ 1" O.C.

FO

R 24"

& 12’-0" - 3.0 lb/ft TO 3.5 lb/ft

SHOULDER

EDGE OF

IT SHALL BE OMITTED ENTIRELY.

BE LOCATED WITHIN 50 FEET OF ITS TRUE LOCATION,

IF CONDITIONS ARE SUCH THAT MILE SIGN CANNOT

SHALL BE 90 OPPOSITE THE RIGHT LANE STATION.

NOTE: SIGN MOUNTING ON LEFT LANE SHOULDER

DISTANCE REFERENCE SIGNS

DELINEATORS AND

AND DETAILS OF

TYPICAL INSTALLATION

36"

3.2"

3"

3"

12"

3"

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER

SHEET NUMBERFILENAME:

DESIGN TEAM CHECKED DATE 5/31/2012

SDSN-8

MISSISSIPPI DEPARTMENT OF TRANSPORTATION

RO

AD

WA

Y

DESIG

N

DIVISIO

NMIS

SIS

SIP

PI D

EP

AR

TM

EN

T

OF

TR

AN

SP

OR

TA

TIO

N

PL

AN

3/22/2013

15:22:03

SD

SN-8_05312012.

DG

N

SDSN-8_05312012.DGN

SPECIMEN COPY

ON ONE OR BOTH SIDES OF THE PAVEMENT TO GIVE THE SENSATION

OF A NARROWING OR RESTRICTED ROADWAY. WING BARRICADES MAY

BE USED AS A MOUNTING FOR THE ADVANCE WARNING SIGNS OR FLASHERS.

2. WING BARRICADES SHOULD BE USED:

A. IN ADVANCE OF A CONSTRUCTION PROJECT EVEN WHEN NO

PART OF THE ROADWAY IS ACTUALLY CLOSED.

B. IN ADVANCE OF ALL BRIDGE OR CULVERT WIDENING OPERATIONS.

PLASTIC DRUMS SHALL BE ON END AND USED AS AN EXPEDIENT METHOD FOR

TRAFFIC CHANNELIZATION. THE COLOR AND MARKING OF DRUMS SHALL BE CONSISTENT

WITH MARKING STANDARDS FOR BARRICADE. THE PREDOMINANT COLOR ON DRUMS

SHALL BE ORANGE WITH FOUR (4) REFLECTORIZED, HORIZONTAL, CIRCUMFERENTIAL

DRUMS SHOULD NEVER BE PLACED IN THE ROADWAY WITHOUT WARNING SIGNS.

MARKINGS ON ALL DEVICES SHOWN ON THIS SHEET SHALL BE

HIGH INTENSITY REFLECTIVE SHEETING.

THE TRAFFIC CONTROL PLAN WILL LIST THE VARIOUS TRAFFIC

CONTROL DEVICES REQUIRED FOR EACH PROJECT.

TYPE 3 OBJECT MARKERS SHALL BE USED AT ALL EXPOSED BRIDGE

ABUTMENTS AND AT OTHER LOCATIONS AS DEEMED NECESSARY BY THE

ENGINEER.

THE OM-3R IS SHOWN. THE OM-3L IS SIMILAR EXCEPT THE STRIPES

SLOPE DOWNWARD FROM THE UPPER LEFT SIDE TO THE LOWER RIGHT SIDE

AND SHALL BE PLACED ON THE LEFT SIDE OF THE OBJECT.

THE INSIDE EDGE OF THE MARKER SHALL BE IN LINE WITH THE INNER

EDGE OF THE OBSTRUCTION.

DETOUR

CLOSED

ROAD

WING BARRICADES

PLASTIC DRUM STRIPING DETAIL

VERTICAL PANEL

STANDARD BARRICADES

TYPE 3 OBJECT MARKER

TYPE I TYPE II TYPE III

ORANGE

BLACK

YELLOW

BLACK

45

45

WHITE

ORANGE

REFLECTORIZED WHITE

REFLECTORIZED ORANGE

(OM-3R)

WIDTH OF RAIL

LENGTH OF RAIL

WIDTH OF STRIPE

HEIGHT

TYPE OF FRAME

2 (ONE EACH DIRECTION)

LIGHT

4 (TWO EACH DIRECTION)

LIGHT "A" FRAME

**

**

*

**

°

°

BARRICADE CHARACTERISTICS

BARRICADE CLOSING A ROAD

1.

2.

3.

1.

2.

3.

NUMBER OF

REFLECTORIZED

RAIL FACES

GENERAL NOTES:

1.

2.

1.

2.

3.

A TYPE III BARRICADE CONSISTS OF THREE (3) HORIZONTAL RAILS SUPPORTED BY FIXED4.

TYPE I AND TYPE II BARRICADES ARE INTENDED FOR USE WHERE THE HAZARD IS

RELATIVELY SMALL AS, FOR EXAMPLE, ON CITY STREETS, OR FOR THE MORE OR LESS

CONTINUOUS DELIMITING OF A RESTRICTED ROADWAY, OR FOR TEMPORARY DAYTIME USE.

3.

THAT WILL BLOCK VIEW OR RAIL FACE.

7.

TYPE III BARRICADES ARE INTENDED FOR USE ON CONSTRUCTION AND MAINTENANCE

PROJECTS AS WING BARRICADES AND AT ROAD CLOSURES, WHERE THEY MUST REMAIN IN PLACE

FOR EXTENDED PERIODS.

5.

THE MARKING FOR BARRICADE RAILS SHALL BE ORANGE AND WHITE (SLOPING DOWNWARD AT6.

°

8. FOR ADDITIONAL INFORMATION OR DETAILS, SEE MUTCD, LATEST EDITION.

A TYPE I BARRICADE CONSISTS OF ONE (1) HORIZONTAL RAIL SUPPORTED BY A DEMOUNTABLE

1.

FRAME OR A LIGHT "A" FRAME. A TYPE I BARRICADE NORMALLY WOULD BE USED ON CONVENTIONAL

ROADS OR URBAN STREETS AND ARTERIALS.

2. A TYPE II BARRICADE CONSISTS OF TWO (2) HORIZONTAL RAILS ON A LIGHT "A" FRAME. TYPE II BARRICADES

ARE INTENDED FOR USE ON EXPRESSWAYS AND FREEWAYS AND OTHER HIGH-SPEED ROADWAYS.

1. WING BARRICADES ARE TYPE III BARRICADES ERECTED ON THE SHOULDER

DETAIL

*

3 IF FACING TRAFFIC

IN ONE DIRECTION

6 IF FACING TRAFFIC

IN TWO DIRECTIONS

POST OR SKID

PANELS SHALL BE USED.

4. FOR TWO-WAY TRAFFIC OPERATIONS, BACK-TO-BACK

III

IIII

III

II

II

II

II

POSTS, A RIGID SKID, A HEAVY DEMOUNTABLE FRAME OR A HEAVY, HINGED "A" FRAME.

AN ANGLE OF 45 IN THE DIRECTION TRAFFIC IS TO PASS).

DO NOT PLACE SANDBAGS OR OTHER DEVICES TO PROVIDE MASS ON THE BOTTOM RAIL

AN ORANGE BACKGROUND AND SHALL POINT IN THE DIRECTION OF TRAFFIC FLOW.

CHEVRON SIGN

A CHEVRON SIGN CONSISTS OF A BLACK CHEVRON TYPE MARKING ON

THE CHEVRON SIGN SHALL BE MOUNTED ON FIXED POST OR RIGID SKID.

FACING TRAFFIC.

12"

36"

24"

MIN.

DIA.

18" MIN.

24" MIN.

36" MIN.

24" MIN.

36" MIN.

24"

ONE OR MORE LANES ARE CLOSED FOR CONSTRUCTION OR MAINTENANCE. THEY SHALL

7’-

0"

MIN.

4’-

0"

MIN.

2. BARRICADES INTENDED FOR USE ON EXPRESSWAYS, FREEWAYS AND OTHER HIGH SPEED

ROADWAYS, SHALL HAVE A MINIMUM OF 270 in OF REFLECTIVE AREA2

12"

8" TO

1. VERTICAL PANELS CONSIST OF AT LEAST ONE PANEL

IN THE DIRECTION THAT TRAFFIC IS TO PASS THE PANEL.

THE PANELS SHALL BE MOUNTED WITH THE TOP A

2. THE DIAGONAL STRIPES SHALL SLOPE DOWNWARD

3. VERTICAL PANELS USED ON EXPRESSWAYS, FREEWAYS

AND OTHER HIGH-SPEED ROADWAYS SHALL HAVE A

MINIMUM OF 270 in OF RETROREFLECTIVE AREA

FACING TRAFFIC.

2

FROM THE EDGE OF TRAVELED LANE.

36"

MIN.

LIGHTMASS POST.

CHEVRON SIGNS MAY BE USED TO SUPPLEMENT OTHER STANDARD DEVICES WHERE

BE PLACED APPROXIMATELY 2’-0" BEHIND THE LANE TRANSITION STRIPE.

4"

4"

1. FOR RAILS LESS THAN 36" LONG, 4" WIDE STRIPES MAY BE USED.

8" MIN. - 12" MAX. 8" MIN. - 12" MAX. 8" MIN. - 12" MAX.

WHERE PRACTICAL PLASTIC DRUMS SHALL BE PLACED NO CLOSER THAN 3’-0"

8" TO 12" IN WIDTH AND A MINIMUM OF

24" IN HEIGHT.

MINIMUM OF 36" ABOVE THE ROADWAY ON A SINGLE

STRIPES (2 ORANGE & 2 WHITE) 6" WIDE.

6" 6" 6"

48" MIN.

60" MIN.

3’-

0"

MIN.

18"

3.2"

3"

PROJECTS

FOR CONSTRUCTION

BARRICADE DETAILS

HIGHWAY SIGN AND

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER

SHEET NUMBERFILENAME:

DESIGN TEAM CHECKED DATE 6/1/2012

SDTCP-10

MISSISSIPPI DEPARTMENT OF TRANSPORTATION

RO

AD

WA

Y

DESIG

N

DIVISIO

NMIS

SIS

SIP

PI D

EP

AR

TM

EN

T

OF

TR

AN

SP

OR

TA

TIO

N

PL

AN

3/20/2013

10:46:29

SD

TC

P-10_06012012.

DG

N

SDTCP-10_06012012.DGN

SPECIMEN COPY

SPECIMEN COPY

SPECIMEN COPY

SPECIMEN COPY

SPECIMEN COPY

SPECIMEN COPY

SPECIMEN COPY

SPECIMEN COPY

SPECIMEN COPY

SPECIMEN COPY

SPECIMEN COPY

SPECIMEN COPY

40

45

50

55

60

65

70

75

80

85

40

45

50

55

60

65

70

75

80

85

EX

IS

TIN

G

GR

AD

E

FIN

IS

H

FU

TU

RE

GR

AD

E

56+00 56+50 57+00

64.73

64.69

57+50

63.60

63.56

58+00

62.56

62.62

58+50

61.53

61.96

59+00

60.90

61.59

59+50

60.50

61.50

60+00

60.55

61.50

60+50

61.09

61.50

61+00

47.38

61.50

61+50

61.27

61.50

62+00

61.86

61.86

62+50

63.17

62.83

63+00

64.82

64.39

63+50

66.87

66.56

64+00

69.33

69.33

64+50

72.21

72.34

65+00

75.34

75.35

65+50 66+00 66+50 67+00

PV

IS

: 57+

20.00

PV

IE

: 65.37

PV

IS

: 65+

92.95

PV

IE

: 77.94

-2

.2

8

%

0.00%

6

.

0

2

%

LOW POINT STA: 59+90.00

LOW POINT ELEV: 61.500

PVI STA: 58+90.00

PVI ELEV: 61.50

K: 87.76

LVC: 200.00

BV

CS

: 5

7+

90

.0

0

BV

CE

: 6

3.7

8

EV

CS

: 5

9+

90

.0

0

EV

CE

: 6

1.5

0

LOW POINT STA: 61+95.00

LOW POINT ELEV: 61.500

PVI STA: 63+20.00

PVI ELEV: 61.50

K: 41.52

LVC: 250.00

BV

CS

: 6

1+

95

.0

0

BV

CE

: 6

1.5

0

EV

CS

: 6

4+

45

.0

0

EV

CE

: 6

9.0

325 YR. HW = 56.38'

X

X

X

X

X

X

X

X

X

X

OHEOHE

OHE

OHE OHEOHE OHE OHE

58+0059+00 60+00

61+00 62+0063+00 64+00

65+00

7 89

161718

19

2021

282930

11 12

1314

16

23

24

2640

41

39

Creek

SALEM

CAM

PG

RO

UND

JODY

AIRPORTRD.

LE

EA

ND

ER

SO

NR

D.

IPC

RD

.

GRAIN ELEVATOR

RD

.

WA

YN

E L

EE

RD

.

MT

.

PLEASANT

RD.

ELLIS HODGE RD.

DO

N B

AR

TO

N

RD

.

FO

RR

ES

T

DR.

HIL

L

PLE

AS

AN

TH

ILL

CH

UR

CH

RD

.

BASIN SCHOOLRD.

ROBERTFAIRLEY RD.

RD

.

Basin

DO

NA

LD

SO

NR

D.

DAVE BROWN

COOPER

RD.

MIS

SIS

SIP

PI

PO

WE

R

63

UTILITY OWNERS

SINGING RIVER ELECTRIC POWER

P.O. BOX 767

LUCEDALE, MS 39452

EXISTING UTILITIES CONFLICTING WITH

PROPOSED CONSTRUCTION TO BE ADJUSTED

BY OTHERS IN ACCORDANCE WITH STANDARD

OPERATING PROCEDURE NO. SA II-2-8.

* DRAINAGE AREAS ARE TAKEN FROM USGS

TOPOGRAPHIC MAPS

* ELEVATIONS BASED ON MEAN SEA LEVEL

DATUM.

* ELEVATIONS SHOWN HEREON WERE

DEVELOPED VIA REALTIME SURVEY USING

THE EARL DUDLEY inet REFERENCE

STATIONS.

HYDRAULIC DESIGN

"FLOOD CHARACTERISTICS OF

MISSISSIPPI STREAMS" 1991.

DESIGN DATA

CURRENT ADT (2009) = 90 (ESTIMATED)

DESIGN SPEED = 30 MPH

LOCAL SYSTEM BRIDGE REPLACEMENT PROJECT NO. LSBP-20(12)

GEORGE COUNTY SHEET NO. 3

LOCAL SYSTEM BRIDGE PROJECT NO. LSBP-20(12) GEORGE COUNTY SHEET NO. 3

45881-00

SHRINKAGE FACTORS

UNCLASSIFIED EXCAVATION (FM) = 1.5

BORROW EXCAVATION (LVM) = 1.5

CRUSHED STONE (SIZE 610) = 1.3

*DISTURBED AREA = 0.65 ACRES

07/05/2016

2

13

5

6

6

5

3

4

4

GENERAL NOTES:

1. ALL SIGNS AND DEVICES SHALL CONFORM TO "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" LATEST EDITION.

2. CONTRACTOR SHALL INSTALL TRAFFIC CONTROL DEVICES SUCH AS SIGNS, BARRICADES, CONES, DRUMS, LIGHTS,

FLASHERS, AND PROVIDE FLAGGERS AS REQUIRED TO SAFEGUARD AND DIRECT TRAFFIC. (WHENEVER FLAGGERS

ARE USED, INSTALL "FLAGGER AHEAD" SIGN EXCEPT DURING BRIEF PERIODS, OR EMERGENCY SITUATIONS.)

3. THE SIGNS AND DEVICES REQUIRED HEREON ARE A MINIMUM REQUIREMENT AND IT SHALL BE THE RESPONSIBILITY

AND OBLIGATION OF THE CONTRACTOR TO DETERMINE AND PROVIDE ANY ADDITIONAL DEVICES REQUIRED TO

SAFEGUARD THE PUBLIC.

4. TRAFFIC CONTROL DEVICES SHALL BE INSTALLED WHENEVER NECESSARY, REMAIN IN PLACE AS LONG AS THEY ARE

NEEDED, AND BE REMOVED IMMEDIATELY WHEN THE NEED CEASES.

5. INSTALLATION OF SIGNS AND BARRICADES SHALL CONFORM TO STANDARD DRAWING NOS. SDTCP-10 AND SA-TSP-1.

6. PAY FOR INSTALLATION, MAINTENANCE AND REMOVAL OF TRAFFIC CONTROL DEVICES WILL BE MADE UNDER PAY

ITEM NOS. S-618-A AND S-618-B.

7. CONTRACTOR SHALL INSTALL ADVANCE WARNING SIGNS SUCH AS - WATCH FOR TRUCKS, TRUCKS TURNING, TRUCKS

CROSSING, ETC. AND PLACE FLAGGERS AS DIRECTED BY THE LSBP ENGINEER ALONG PUBLIC ROADS ON EACH SIDE

OF BORROW PIT ENTRANCE OR CROSSING OF PUBLIC ROADS.

8. SEE SPECIAL PROVISION 901-S-618-1 FOR ADDITIONAL CONTRACT INFORMATION.

TRAFFIC CONTROL PLAN

SCALE: 1" = 3,000'

+50

25'

STA. 58+50

B.O.P.

STA. 64+50

E.O.P.

STA. 61+17 PRECAST BRIDGE IN PLACE

TO BE REMOVED, 4 @19' UNDER PAY

ITEM S-202-B TO REMAIN PROPERTY OF

THE COUNTY. ALL SALVAGABLE

MATERIALS TO BE STORED ON SITE

AND PICKED UP BY THE COUNTY.

B.M. ELEVATION 66.238

C.S. IN 12" GUM

26' FT. LT. STA. 57+80

B.M. ELEVATION 77.248

C.S. IN 20" PINE

23' FT. LT. STA. 65+28

STA. 61+02.00

D.A. 8.71 SQ. MI. SKEW NONE

BRIDGE REQ'D., 3@31'

PRECAST CONCRETE SPANS, 26'-6" ROADWAY

ST

A. 64+

50

EN

D O

F P

RO

JE

CT

BE

GIN

B

RID

GE

ST

A. 61+

02.00

EXISTING GRADE

EXISTING GRADE

NOTE:

UNDERCUT FOR TEMPORARY GRAVEL

SURFACE AS REQUIRED. (AT B.O.P. & E.O.P.)

M.B.

BOB

VARIES

PLAN/PROFILE SHEET

& TRAFFIC CONTROL PLAN

FLO

W

BE

GIN

B

RID

GE

ST

A. 61+

02.00

EN

D B

RID

GE

ST

A. 61+

94.96

NOTE:

OBJECT MARKERS REQUIRED AT ALL

FOUR BRIDGE CORNERS

EN

D B

RID

GE

ST

A. 61+

94.96

ST

A. 58+

50

BE

GIN

NIN

G O

F P

RO

JE

CT

F

L

O

W

+50

40'

+50

40'

+50

25'

+50

25'

+50

40'

+50

40'

+50

25'

SIGN SCHEDULE

SIGN NO. TYPE DESCRIPTION

1 R11-3B BRIDGE CLOSED 2 MILE AHEAD - LOCAL TRAFFIC ONLY

2 R11-3B BRIDGE CLOSED 1 MILE AHEAD - LOCAL TRAFFIC ONLY

3 W20-3 ROAD CLOSED 1500'

4 W20-3 ROAD CLOSED 500'

5 R11-2A ROAD CLOSED

6 TYPE III BARRICADE ACROSS ENTIRE ROADWAY (50' OUTSIDE OF PROJECT LIMITS)

PROJECT TOTALS

TEMPORARY SILT FENCE 1,250 L.F.

WATTLES 200 L.F.

UNCLASSIFIED EXCAVATION (FM) 877 CU.YD.

BORROW EXCAVATION (LVM) 71 CU.YD.

CRUSHED STONE SIZE 610 (LVM) 456 CU.YD.

RIGHT-OF-WAY MARKERS (TYPE I) 8 EACH

SILT FENCE

SILT FENCE

EXISTING 20'

HMA SURFACE

FILL = 455 CY.

CUT = 261 CY. CUT = 616 CY.

CONSTRUCTION

LIMITS

CONSTRUCTION

LIMITS

200 CY. UNCLASSIFIED EXCAVATION (FM)

OF UNSUITABLE MATERIAL TO BE

DISPOSED OF OFF SITE

65 CY. UNCLASSIFIED EXCAVATION (FM)

OF UNSUITABLE MATERIAL TO BE

DISPOSED OF OFF SITE

71 CY. BORROW EXCAVATION (LVM)

CONTRACTOR FURNISHED

WATTLES

WATTLES

10/19/2016

N89°47'01"E

REQUIRED

RIGHT-OF-WAY

REQUIRED

RIGHT-OF-WAY

2/9/2017

STA. 64+50

E.O.P.

STA. 58+50

B.O.P.

6/19/2017

SPECIMEN COPY