2025_Paukie_Construction_Plans.pdf

NPDES PERMIT INFORMATION

Approximate Location of Roadway is provided by:

Hydraulic and NPDES Design

FOR CONSTRUCTION :

DATE

NO.

SHEET

SHEETS

TOTAL

Begin

End

ENGINEER OF RECORD

Latitude

Longitude

Latitude

Longitude

DRAWINGS FOR ROAD CONSTRUCTION IN EFFECT AT THE TIME OF LETTING.

STANDARDTHE AND EDITION) (2025 CONSTRUCTION HIGHWAY FOR SPECIFICATIONS

STANDARDTRANSPORTATION OF DEPARTMENT CAROLINA SOUTH THE TO

PROVISIONS, ALL MATERIALS AND WORKMANSHIP ON THIS PROJECT SHALL CONFORM

SPECIALTHE IN OR PLANS THE ON SPECIFIED BE OTHERWISE MAY AS EXCEPT NOTE:

ADT

ADT

TRUCKS

TRAFFIC DATA

YES / NO

RAILROAD INVOLVEMENT?

2025 < 500

2045 < 500

MAP OF BEAUFORT COUNTY

NONE

CALL 811

ALL UTILITIES MAY NOT BE A MEMBER OF SC811

WWW.SC811.COM

SOUTH CAROLINA 811 (SC811)

SOUTH CAROLINA

3 DAYS BEFORE DIGGING IN

ENVIRONMENTAL PERMIT INFORMATION

USACE PERMIT

NEPA DOCUMENT

401 CERTIFICATION

OCRM CAP

NAVIGABLE WATERS

YES

YES

YES

YES

USCG

NO

NO

NO

NO

USACESC N/A

Disturbed Area =

BEAUFORT COUNTY

Project Area =

LAYOUT

EQUALITIES IN STATIONING

SCALE 1 INCH =

FOR

PROPOSED ROADWAY PLANS

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.d g n F il e L o c a ti o n

N a m e

32°30'27" N

80°42'01" W

80°42'00" W

32°30'30" N

1 34

CULVERT AND ROADWAY IMPROVEMENTS

PAUKIE ISLAND ROAD

Acre(s)

Acre(s)

FEET

X

X

X

X

X

SHEET NO. DESCRIPTION SHEET SUBTOTALS

INDEX OF SHEETS

BR-13

BR-12

BR-11

BR-10

BR-9

BR-8

BR-7

BR-6

BR-4-BR-5

BR-3

BR-2

BR-1

X1 - X4

EC4-EC5

EC3

EC2

EC1

PM1

TC2-TC5

TC1

5A

WINGWALL REINFORCING SCHEDULE

WINGWALL REINFORCEMENT

WINGWALL SECTIONS

CULVERT SECTIONS

FOUNDATION PLAN AND ELEVATION

BORING LOGS

CULVERT PLAN AND PROFILE

CULVERT SECTION

REINFORCING DETAILS

GENERAL DETAILS

GENERAL NOTES

CULVERT SUMMARY OF QUANTITIES

CROSS SECTIONS

EROSION CONTROL DETAILS

EROSION CONTROL PLAN

EROSION CONTROL NOTES SHEET

EROSION CONTROL DATA SHEET

PAVEMENT MARKING AND SIGNING PLAN

TRAFFIC CONTROL CROSS SECTIONS

TRAFFIC CONTROL SHEET

PLAN AND PROFILE

REFERENCE DATA SHEET

GENERAL CONSTRUCTION NOTES SHEET

TYPICAL SECTIONS

SUMMARY OF ESTIMATED QUANTITIES

TITLE SHEET

for Hydraulic Design Studies"

Edition of the SCDOT's "Requirements

Hydraulic Design Reference for these plans is the:

N

SEE SHEET 6

FROM STA. 11+00.00 TO STA. 14+00.00

PAUKIE ISLAND ROAD

BEGIN

END

0.4

2.4

MILES

MILES

MILES

MILES

MILES

0.057NET LENGTH OF ROADWAY

NET LENGTH OF BRIDGES

NET LENGTH OF PROJECT

LENGTH OF EXCEPTIONS

GROSS LENGTH OF PROJECT

0.000

0.057

0.000

0.057

TOTAL SHEETS = 34

FROM STA. 12+57.50 TO STA. 12+76.50

CULVERT (DOUBLE)

8' X 8' CONCRETE BOX

CONSOR ENGINEERS

< 5

Highways and Streets"

AASHTO "A Policy of Geometric Design of

Design Reference for these plans is the:

SCDOT Roadway Design Manual

SCDOT Roadway Design Manual

S O

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OF CONDITIONS AND TERMS THE WITH ACCORDANCE

IN AND APPLICABLE), (IF SEQ. ET 300 72-OF REGULATION

TO PURSUANT AMENDED, AS 1976 SC, OF LAWS OF

CODE THE OF 14 CHAPTER 48, TITLE OF REQUIREMENTS

THE WITH CONSISTENT IS DESIGN THE THAT BELIEF AND

KNOWLEDGE MY OF BEST THE TO CERTIFY I FURTHER,

SYSTEM. THE OF DESIGN THE FOR RESPONSIBILITY

ACCEPT I THAT SIGNIFYING SUBMITTED DOCUMENTS

DESIGN THE ON SEAL AND SIGNATURE MY PLACED HAVE I

CONSOR

AMERICA, INC.

NORTH

No. 6971

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BEAUFORT COUNTY, SC

CULVERT AND ROADWAY IMPROVEMENTS

PAUKIE ISLAND ROAD

DWG. NO. SCALE:

-GROUP

DESCRIPTION OF REVISIONDATE

DATE

DATE

DATE

BYREV. NO.

TOPO.

DWG.

R/W

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10.0'10.0'

14.0'14.0'

8.00% 8.00% 2.00% 2.00%

2:

TRAVEL LANE TRAVEL LANE

TYPICAL SECTION NO. 1

USE THIS SECTION ON:

PAUKIE ISLAND ROAD FROM STA. 11+00.00 TO STA. 12+57.50 (BEGIN CULVERT)

PAUKIE ISLAND ROAD FROM STA. 12+76.50 (END CULVERT) TO STA. 14+00.00

FINISHED GRADE

EX. GROUND

0.5'

EX. GROUND

4.0'20.0'4.0'

2.0'

NOTES:

ASPHALT SURFACE COURSE TYPE C (165 LBS/SY)

LEGEND

GRADED AGGREGATE BASE COURSE (6" UNIFORM)

WHERE GUARDRAIL IS PRESENT, WIDEN SHOULDER 3.75'.

2.0'

SHOWN 8.0'

( VARIABLE )

SHOWN 8.0'

( VARIABLE )

TRAVEL LANE

DETOUR TYPICAL SECTION

USE THIS SECTION ON:

PAUKIE DETOUR FROM STA. 20+00.00 TO STA. 22+26.92

GRADE

FINISHED

16.0'

10.0'10.0'

17.5'17.5'

8.00% 2.00% 2.00%

TRAVEL LANE TRAVEL LANE

TYPICAL SECTION NO. 2

USE THIS SECTION ON:

PAUKIE ISLAND ROAD FROM STA. 12+57.50 TO STA. 12+76.50

FINISHED GRADE

7.5'20.0'7.5'

2.0' 2.0'

8.00%

2.00%

PROPOSED CULVERTPROPOSED CULVERT

2:1

SHEET PILING

1.0'

SHEET PILING

1.0'

18.0'

2.0'2.0'

2.00%

PAVEMENT DESIGN

TO STA.

DESIGN SPEED

CLASSIFICATION

FUNCTIONAL

NO.

URBAN - LOCAL (GROUP 2)

PAUKIE

11+00.00

14+00.00

MPH FROM STA.

ROUTEPROJECT IDCOUNTYSTATE

S.C.3

DIV. NO.

FED. RD.

NO.

SHEET

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N a m e

BEAUFORT PAUKIE 3

3N.T.S.

TYPICAL SECTIONS

PAUKIE DETOUR DETOUR 15 20+00.00 22+26.92

PAUKIE ISLAND ROAD

DWG. NO. SCALE:

-GROUP

DESCRIPTION OF REVISIONDATE

DATE

DATE

DATE

BYREV. NO.

TOPO.

DWG.

R/W

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TO ACHIEVE AS ERISION-RESISTANT VEGETATIVE COVER.

ALL SEEDED AREAS WILL BE FERTILIZED, RE-SEEDED, AND MULCHED AS NECESSARY OR AS DIRECTED BY THE ENGINEER

THAT LOCATION.

DISTURBED AREAS WILL BE RE-SEEDED AS SOON AS POSSIBLE FOLLOWING COMPLETION OF CONSTRUCTION ACTIVITIES IN

THE PLANS WHO ARE NOT MEMBERS OF A REGISTERED UNDERGROUND PROTECTION SERVICE.

CALLING 811. 3-WORKING DAYS NOTICE SHALL ALSO BE GIVEN TO THE OWNERS OF UNDERGROUND UTILITIES SHOWN ON

THE CONTRACTOR SHALL GIVE A 3-WORKING DAYS NOTICE TO PALMETTO UTILITIES PROTECTION SERVICE (PUPS) BY

LOCATION OF CONSTRUCTION STAGING AREA IS THE RESPONSIBILITY OF THE CONTRACTOR.

CONDITIONS, TRAFFIC, OTHER ITEMS THAT AFFECT THE CONTRACT AND THE DETAILED REQUIREMENTS OF CONSTRUCTION

THE CONTRACTOR SHALL INSPECT THE SITE OF THE PROJECT AND FAMILIARIZE HIMSELF/HERSELF WITH ALL EXISTING

PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION.

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND CONDITIONS EXISTING IN THE FIELD

CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SAFETY OF ITS CONSTRUCTION OPERATIONS.

THE CONTRACTOR SHALL PROVIDE FULL TIME SUPERVISION OF ITS WORK WITH EXPERIENCED PERSONNEL. EACH

GOVERN.

CONSTRUCTION, WHEN IN CONFLICT WITH THE PLANS OR SPECIFICATIONS, THE MOST RESTRICTIVE REQUIREMENT SHALL

EDITION). OTHER FEDERAL, STATE AND LOCAL REGULATIONS AND REQUIREMENTS ARE TO BE INCORPORATED IN THE

SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION (2025

WILL HOLD OVER PLAN DRAWING INFORMATION AND THE PLANS WILL HOLD OVER THE PROJECT SPECIFICATIONS AND THE

WITHSTANDING PERMITTING REQUIREMENTS AND GOVERNMENTAL AGENCY REGULATIONS. THE PLAN NOTES AND DETAILS

THE AGREEMENT WITH THE CONTRACTOR WILL HOLD OVER ALL OTHER PARTS OF THE CONSTRUCTION DOCUMENTS, NOT

GENERAL NOTES

8.

7.

6.

5.

4.

3.

2.

1.

MOTORING PUBLIC.

THE WORK SHALL BE PLANNED AND IMPLEMENTED, SO THAT THERE WILL BE THE LEAST POSSIBLE INCONVENIENCE TO THE

PROVISIONS, THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION AND AS DIRECTED BY THE ENGINEER.

CONTAINED IN THE SCDOT STANDARD SPECIFICATIONS, STANDARD DRAWINGS, SUPPLEMENTAL SPECIFICATIONS, SPECIAL

DURATION OF THE PROJECT. THESE PROVISIONS, AS IN EACH CASE IS APPLICABLE, WILL CONFORM TO THE REQUIREMENTS

THE CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN ALL NECESSARY PROVISIONS FOR TRAFFIC CONTROL FOR THE

TRAFFIC CONTROL NOTES

2.

1.

SURVEY NOTES

SURVEY OBTAINED BY ESP ASSOCIATES.1.

OWNER: BEAUFORT-JASPER WATER & SEWER AUTHORITY

WATER

BRIGHTSPEED

OWNER: SPARKLIGHT (HARGRAY)

TELECOM

OWNER: DOMINION ENERGY

POWER

KNOWN UTILITIES (TO BE VERIFIED BY CONTRACTOR)

ALL UTILITY RELOCATIONS ARE TO BE COORDINATED BETWEEN THE UTILITY OWNER AND CONTRACTOR.

RESULT OF THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.

UTILITIES TO REMAIN AND SHALL AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR AS A

OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR UNCHARTED UTILITIES. THE CONTRACTOR SHALL PROTECT ALL

24-HOUR NOTICE TO ALL RESPECTIVE UTILITY COMPANIES FOR FIELD VERIFICATION OF EXISTING UTILITIES. NOTIFY THE

BEFORE COMMENCING WORK OR PURCHASE OF MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING

APPROXIMATE. THE CONTRACTOR SHALL INDEPENDENTLY DETERMINE EXACT LOCATION OF ALL EXISTING UTILITIES

THE EXISTING UTILITIES SHOWN ARE BASED ON AVAILABLE RECORDS AND FIELD EXAMINATION. ALL POSITIONS ARE

AREA AND NOTIFY ENGINEER OF ANY VARIANCES PRIOR TO BEGINNING WORK OR PURCHASE OF MATERIALS.

CONTRACTOR TO CONTACT ALL UTILITY COMPANIES BEFORE ANY WORK COMMENCES, VERIFY UTILITIES WITHIN PROJECT

3.

2.

1.

UTILITY NOTES

NO.

ROUTEPROJECT IDCOUNTYSTATE

S.C.3

DIV. NO.

FED. RD.

NO.

SHEET

BEAUFORT 5PAUKIE

NOTES SHEET

GENERAL CONSTRUCTION

N.T.S.

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03-12-2025

PAUKIE DETOUR CURVE DATA

ELEV: 6.795'

E: 2092549.565

N: 245732.407

OFF: 12.66' RT

STA. 14+39.72

REBAR WITH CAP

BM4

ELEV: 6.558'

E: 2092457.375

N: 245430.264

OFF: 11.00' RT

STA. 11+23.61

REBAR WITH CAP

BM3

ELEV: 6.96'

E: 2092507.469

N: 245602.015

OFF: 10.12' RT

STA: 13+02.51

TBM 3/4" REBAR SET

CP 1574

PAUKIE ISLAND ROAD

PAUKIE DETOUR

CURVE C

CURVE C3

CURVE C2

P O

T

.4

P O

T

.0

CURVE C1

PI = 20+29.44

¬ = 37°47'40" (LT)

D = 66°37'23"

T = 29.44'

L = 56.73'

E = 4.90'

R = 86.00'

DS = 15 MPH

eMAX = 0.040* e = 0.020

P.C - LG% = 0.74%

P.T - LG% = 0.74%

CURVE C2

PI = 21+23.42

¬ = 75°35'20" (RT)

D = 66°37'23"

T = 66.70'

L = 113.46'

E = 22.83'

R = 86.00'

DS = 15 MPH

eMAX = 0.040* e = 0.020

P.C - LG% = 0.74%

P.T - LG% = 0.74%

CURVE C3

PI = 21+99.63

¬ = 37°47'40" (LT)

D = 66°37'23"

T = 29.44'

L = 56.73'

E = 4.90'

R = 86.00'

DS = 15 MPH

eMAX = 0.040* e = 0.020

P.C - LG% = 0.74%

P.T - LG% = 0.74%

TIE EQUALITY:

PAUKIE ISLAND ROAD STA. 11+62.10 =

PAUKIE DETOUR STA. 20+00.00

TIE EQUALITY:

PAUKIE ISLAND ROAD STA. 13+72.92 =

PAUKIE DETOUR STA. 22+26.92

P I 1

.0

P I 1

.0

N14°47'13"E N16°32'36"E N17°31'41"E

(75.00') (325.00') (113.47')

10+00 15+00

P C

.0

P R

C .7

P R

C .1

P T

.9

*eMAX=0.040. SEE TABLE 3-13 OF THE 2018 AASHTO GREENBOOK.

BEAUFORT COUNTY, SC

CULVERT AND ROADWAY IMPROVEMENTS

PAUKIE ISLAND ROAD

DWG. NO. SCALE:

-GROUP

DESCRIPTION OF REVISIONDATE

DATE

DATE

DATE

BYREV. NO.

TOPO.

DWG.

R/W

S O

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PR

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No. 27285

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SHEET

REFERENCE DATA

1"=20' 5A

NO.

ROUTEPROJECT IDCOUNTYSTATE

S.C.3

DIV. NO.

FED. RD.

NO.

SHEET

BEAUFORT 5APAUKIE

25' DEDICATED R/W

25' DEDICATED R/W

25' DEDICATED R/W

CONSTRUCT TYPE B TRAILING END TREATMENT

ERECT 37.5 LF STANDARD W-BEAM GUARDRAIL

CONSTRUCT TYPE T TL-2 LEADING END TREATMENT

TIDAL MARSH

PAUKIE ISLAND ROAD 10'

10'

10'

10'

(SEE SHEET BR-9)

(TYP. ALL QUADRANTS)

PLACE 20' L X 3' W CONCRETE WINGWALL

FROM STA. 12+57.50 TO STA. 12+76.50

CULVERT (DOUBLE)

PLACE 8' X 8' CONCRETE BOX

REMOVE EXISTING DUAL 48" CMP CULVERTS

CONSTRUCT TYPE T TL-2 LEADING END TREATMENT

ERECT 37.5 LF STANDARD W-BEAM GUARDRAIL

CONSTRUCT TYPE B TRAILING END TREATMENT

TIDAL MARSH

BEGIN CONSTRUCTION

STA. 11+00.00

PAUKIE ISLAND ROAD

(TIE TO EXISTING)

END CONSTRUCTION

STA. 14+00.00

PAUKIE ISLAND ROAD

(TIE TO EXISTING)

25' TAPER

(BY OTHERS)

RELOCATE WATER MAIN

F10 F22 F23

F11F22

F10

F24 F21

F28

F21

F29

F11

SLOPE MAX 2H:1V

EMBED TOE 2-FEET BELOW EXISTING GRADE

PLACE 121 SY CLASS 1 (TYPE C) GEOTEXTILE

PLACE 226 TONS OF CLASS C RIPRAP

SLOPE MAX 2H:1V

EMBED TOE 2-FEET BELOW EXISTING GRADE

PLACE 108 SY CLASS 1 (TYPE C) GEOTEXTILE

PLACE 201 TONS OF CLASS C RIPRAP

P I 1

.0

P I 1

.0

10+00 15+00

N14°47'13"E N16°32'36"E

N17°31'41"E

(75.00') (325.00')

(113.47')

25' TAPER

+75.00 +00.00

+00.00 +25.00

25' TAPER 25' TAPER

-10 -10

0 0

10 10

20 20

10+00 11+00 12+00 13+00 14+00 15+00

VPI = 12+60.00

Elev = 7.39

83K = V.C.75'

112K = V.C.75'

FROM STA. 12+57.50 TO STA. 12+76.50

CULVERT (DOUBLE)

PLACE 8' X 8' CONCRETE BOX

EXISTING GROUND

FINISHED GRADE

H ig h P o in t

.7

E le v .3

L o w P o in t

.5

E le v .9

11+00.00 12+57.50

14+00.00

0.16%

VPI = 13+62.50

Elev = 6.87

+0.40% -0.50%

.2

V

P C

.5

.2

V

P T

.5

.0

V

P C

.0

.9

V

P T

.0

.7

.9

.1

.3

.1

.9

.9

.9

.9

.9

.7

.7

.8

.8

.8

.8

.9

.9

.9

12+76.50

BE FOUND ON REFERENCE SHEET

ALIGNMENT CONTROL CAN

PROFILE SCALE: HOR. 1"=20', VER. 1"=4'

PLAN SCALE: 1" = 20'

ROUTE

PROJECT IDCOUNTYSTATE

S.C.3

DIV. NO.

FED. RD.

NO.

SHEET

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N a m e

PAUKIEBEAUFORT 6

TELECOM

POWER

UTILITY OWNERS

500 Year Tidal Surge Velocity = 7.22 fps

100 Year Tidal Surge Velocity = 7.33 fps

Max. Vel. Within Culvert:

500 Year Stillwater Height = 16.20 ft.

100 Year Stillwater Height = 12.20 ft.

(Includes Wave Height)

10 Year Tidal Surge Height = 7.30 ft

Mean Lower Low Tide Elevation = - 4.43 ft.

Mean Higher High Tide Elevation = 3.55 ft.

HYDROLOGY DATA FOR CULVERT:

& SEWER AUTHORITY

BEAUFORT-JASPER WATER

BRIGHTSPEED

SPARKLIGHT (HARGRAY)

DOMINION ENERGY

WATER

S O

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AMERICA, INC.

NORTH

No. 6971

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03-12-2025

25' DEDICATED R/W

25' DEDICATED R/W

25' DEDICATED R/W

25' DEDICATED R/W

25' DEDICATED R/W

25' DEDICATED R/W

25' DEDICATED R/W

25' DEDICATED R/W

25' DEDICATED R/W

25' DEDICATED R/W

PAUKIE ISLAND ROAD

10+00 15+00

PAUKIE ISLAND ROAD

TIE EQUALITY:

PAUKIE ISLAND ROAD STA. 11+62.10 =

PAUKIE DETOUR STA. 20+00.00

TIE EQUALITY:

PAUKIE ISLAND ROAD STA. 13+72.92 =

PAUKIE DETOUR STA. 22+26.92

10+00 15+00

P

.0

P R

C .7

P R

C .1

P T

.9

BEAUFORT COUNTY, SC

CULVERT AND ROADWAY IMPROVEMENTS

PAUKIE ISLAND ROAD

DWG. NO. SCALE:

-GROUP

DESCRIPTION OF REVISIONDATE

DATE

DATE

DATE

BYREV. NO.

TOPO.

DWG.

R/W

S O

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E N S E D

PR

OF

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No. 27285

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CONSOR

AMERICA, INC.

NORTH

No. 6971

S O

UTH CAROLIN

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C E

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A T I O

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PAUKIE ISLAND ROAD

TIE EQUALITY:

PAUKIE ISLAND ROAD STA.

PAUKIE DETOUR STA. 20+00.00

TIE EQUALITY:

PAUKIE ISLAND ROAD STA. 13+72.92

PAUKIE DETOUR STA. 22+26.92

10+00

15+00

TYPE III BARRICADE TYPE III BARRICADE

TEMPORARY SHEET PILING

TEMPORARY SHEET PILING

PROJECT IDCOUNTYSTATE

S.C.3

DIV. NO.

FED. RD.

NO.

SHEET

PAUKIEBEAUFORT TC1

TRAFFIC CONTROL

STAGE 1

STAGE 2

STAGE 3

1" = 20' TC1

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E T

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F il e L o c a ti o n

N a m e

(DOUBLE), AND CONSTRUCT WINGWALLS ON THE EAST SIDE OF THE ROADWAY.

REMOVE EXISTING DUAL 48" CMP CULVERTS, PLACE PROPOSED 8' X 8' CONCRETE BOX CULVERT

STAGE 2 TRAFFIC CONTROL NOTES:

WEST SIDE OF THE ROADWAY AND PLACE PROPOSED GUARDRAIL.

DETOUR ROUTE HAS BEEN REMOVED, CONTRACTOR SHALL CONTRUCT WINGWALLS ON THE

CONSTRUCT PERMANENT ROADWAY WHILE DETOUR ROUTE IS STILL IN PLACE. AFTER THE

STAGE 3 TRAFFIC CONTROL NOTES:

W13-1P (2), AND G20-2(2).

TRAFFIC CONTROL SIGNAGE SHALL INCLUDE THE FOLLOWING SIGNS: W20-1 (2), W24-1L, W24-1R, SHOWN IN FIGURE 6P-7 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).

DETOUR ROUTE, SEE SHEETS TC2 THROUGH TC5. INSTALL TRAFFIC CONTROL SIGNAGE AS

FOR ALIGNMENT CONTROL OF DETOUR, SEE REFERENCE DATA SHEET. FOR CROSS SECTIONS OF

CONSTRUCT DETOUR ROUTE AND PLACE TEMPORARY SHEET PILING ON EAST SIDE OF ROADWAY.

STAGE 1 TRAFFIC CONTROL NOTES:

-N

-N

-N

10 0 1

-5 -5

0 0

5 5

10 10

15 15

.7

.7

E X

R

/W

E X

R

/W

W E

T L

A N

D S

W E

T L

A N

D S

0.0

.0

0.0

10 0 1

STA 12+00.00

-5 -5

0 0

5 5

10 10

15 15

20 20

.1

.8

2.0% 2.0%2.0%

.9

.8

.0

.9

.6

.1

E X

R

/W

E X

R

/WW

E

T L

A N

D S

W E

T L

A N

D S

5.1

.6

.3

16.0

10 0 1

-5 -5

0 0

5 5

10 10

.4

.1

2.0% 2.1%2.0%

.4

.4

.0

.0

.2

-3

.3

.4

.0

E

X

R /W

E X

R

/W

W E

T L

A N

D S

W E

T L

A N

D S

0.0

.7

171.4

ROUTE

PROJECT IDCOUNTYSTATE

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STA. 20+00.00 PAUKIE DETOUR

STA. 11+62.10 PAUKIE ISLAND ROAD =

TIE EQUALITY:

BEGIN PAUKIE DETOUR

STA. 20+39.25 PAUKIE DETOUR

STA. 20+95.83 PAUKIE DETOUR

STA 12+00.00 PAUKIE ISLAND ROAD

STA 12+50.00 PAUKIE ISLAND ROAD

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10 0 1

-10 -10

-5 -5

0 0

5 5

10 10

15 15

20 20

.4

.1

2.0% 2.0%2.0%

.5

.5

.4

.4

.3

-3

.7

.4

.1

E

X

R /W

E X

R

/W

W E

T L

A N

D S

W E

T L

A N

D S

0.0

.5

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E X

R

/W

E X

R

/W

W E

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A N

D S

W E

T L

A N

D S

10 0 1

STA 12+67.00

-10 -10

-5 -5

0 0

5 5

10 10

15 15

20 20

.5

.1

2.0% 2.0%2.0%

.0

.0

.0

.0

.3

-6

.9

.5

.1

0.0

237.9

ROUTE

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:2

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BEGIN CULVERT

STA 12+67.00 PAUKIE ISLAND ROAD

CENTER OF CULVERT

STA. 21+03.43 PAUKIE DETOUR

STA. 21+12.95 PAUKIE DETOUR

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10 0 1

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5 5

10 10

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20 20

.4

.1

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.3

.2

.9

.8

.3

.1

.5

.1

0E X

R

/W

E X

R

/W

W E

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D S

W E

T L

A N

D S

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105.4

10 0 1

-5 -5

0 0

5 5

10 10

.1

.8

2.1%2.1%

.4

.4

.1

.0

.8

.2

E X

R

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E X

R

/W

W E

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A N

D S

W E

T L

A N

D S

7.5

.9

1.1

10 0 1

-10 -10

-5 -5

0 0

5 5

10 10

15 15

20 20

.5

.1

2.0% 2.0%2.0%

.6

.6

.5

.5

.3

-5

.9

.5

.1

E

X

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E X

R

/W

W E

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A N

D S

W E

T L

A N

D S

0.0

230.1

ROUTE

PROJECT IDCOUNTYSTATE

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STA 12+76.50 PAUKIE ISLAND ROAD

END CULVERT

STA. 22+03.72 PAUKIE DETOUR

STA. 21+46.78 PAUKIE DETOUR

STA. 21+22.47 PAUKIE DETOUR

STA 13+00.00 PAUKIE ISLAND ROAD

STA 13+50.00 PAUKIE ISLAND ROAD

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.8

.8

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DIV. NO.

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STA. 13+72.92 PAUKIE ISLAND ROAD =

TIE EQUALITY:

END PAUKIE DETOUR

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+0010 +0015

BEAUFORT COUNTY, SC

CULVERT AND ROADWAY IMPROVEMENTS

PAUKIE ISLAND ROAD

DWG. NO. SCALE:

-GROUP

DESCRIPTION OF REVISIONDATE

DATE

DATE

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10'

10'

10'10'

OM-3.6R-14

1-3P-13'

OM-3.6L-14OM-3.6R-14

1-3P-13'

OM-3.6L-14

END PAVEMENT MARKINGS

YELLOW CENTERLINE

APPLY THERMO 4" DOUBLE

END PAVEMENT MARKINGS

PAVEMENT EDGE LINE

APPLY THERMO 4" WHITEBEGIN PAVEMENT MARKINGS

PAVEMENT EDGE LINE

APPLY THERMO 4" WHITE

BEGIN PAVEMENT MARKINGS

YELLOW CENTERLINE

APPLY THERMO 4" DOUBLE

PAVEMENT EDGE LINE

APPLY THERMO 4" WHITE

PAUKIE ISLAND ROAD

(TIE TO EXISTING)

ROADPAUKIE ISLAND

11+00.00 STA.

BEGIN CONSTRUCTION

(TIE TO EXISTING)

ROADPAUKIE ISLAND

14+00.00STA.

END CONSTRUCTION

10'10'

PAVEMENT EDGE LINE

APPLY THERMO 4" WHITE

NO.

ROUTE

PROJECT IDCOUNTYSTATE

S.C.3

DIV. NO.

FED. RD.

NO.

SHEET

PAUKIEBEAUFORT PM1

/3

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S a v e d

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F il e L o c a ti o n

N a m e

AND SIGNING PLAN

PAVEMENT MARKING

SCALE: 1" = 20'COST FOR REMOVAL IS INCIDENTAL TO THE PROJECT.

ALL SIGNS TO BE REMOVED UNLESS SHOWN OTHERWISE.

DRAWING 630-105-00.

MARKERS TO BE PLACED ACCORDING TO STANDARD

ALL PERMANENT BI-DIRECTIONAL YELLOW PAVEMENT

NOTES:

PM1

/3

/2

:3

:1

A

M L a s t

S a v e d

J O

R D

A N

.H O

S M

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L a s t

U s e r

P a u k ie

E x c e l

S h e e ts

.d g n F il e L o c a ti o n

N a m e

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PAUKIE ISLAND ROAD

DWG. NO. SCALE:

-GROUP

DESCRIPTION OF REVISIONDATE

DATE

DATE

DATE

BYREV. NO.

TOPO.

DWG.

R/W

S O

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No. 27285

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No. 6971

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NO.

ROUTEPROJECT IDCOUNTYSTATE

S.C.3

DIV. NO.

FED. RD.

NO.

SHEET

BEAUFORT EC2 PAUKIE

/4

/2

:2

:3

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NOTES SHEET

EROSION CONTROL

OTHERWISE.

10 ACRES OR MORE THIS CONFERENCE MUST BE HELD ON-SITE UNLESS THE DEPARTMENT HAS APPROVED SWPPP PRIOR TO THE IMPLEMENTATION OF CONSTRUCTION ACTIVITIES. FOR NON-LINEAR PROJECTS THAT DISTURB A PRE-CONSTRUCTION CONFERENCE MUST BE HELD FOR EACH CONSTRUCTION SITE WITH AN APPROVED ON-SITE

IMPLEMENTED AS SOON AS REASONABLY POSSIBLE.

IMPRACTICABLE, THE SITUATION MUST BE DOCUMENTED IN THE SWPPP AND ALTERNATIVE BMPS MUST BE BEFORE THE NEXT STORM EVENT WHENEVER PRACTICABLE. IF IMPLEMENTATION BEFORE THE NEXT STORM EVENT IS REQUIREMENTS OF THIS PERMIT AND/OR SC’S WATER QUALITY STANDARDS, IMPLEMENTATION MUST BE COMPLETED IF EXISTING BMPS NEED TO BE MODIFIED OR IF ADDITIONAL BMPS ARE NECESSARY TO COMPLY WITH THE 20.

ACTIVITIES, AFTER THE INSTALLATION OF BMPS.

OF 1.0 INCH OR GREATER, AS WELL AS DURING THE FIRST RAIN EVENT AFTER THE INITIATION OF CONSTRUCTION RECOMMENDED THAT BMPS BE ASSESSED BY THE CONTRACTOR WITHIN 24 HOURS OF THE END OF A STORM EVENT CONDUCTED UNTIL FINAL STABILIZATION IS REACHED ON ALL AREAS OF THE CONSTRUCTION SITE. IT IS EVERY CALENDAR WEEK, WITH NO TIME PERIOD BETWEEN INSPECTIONS EXCEEDING 9 DAYS, AND MUST BE AFTER CONSTRUCTION ACTIVITIES BEGIN, INSPECTIONS MUST BE CONDUCTED AT A MINIMUM OF AT LEAST ONCE 19.

SOAPS OR SOLVENTS USED IN VEHICLE AND EQUIPMENT WASHING. �

FUELS, OILS, OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION AND MAINTENANCE; AND �

OTHER CONSTRUCTION MATERIALS;

WASTEWATER FROM WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND �

WASTEWATER FROM WASHOUT OF CONCRETE, UNLESS MANAGED BY AN APPROPRIATE CONTROL; �

THE FOLLOWING DISCHARGES FROM SITES ARE PROHIBITED: 18.

DISCHARGES ARE TO BE ROUTED THROUGH APPROPRIATE BMPS (SEDIMENT BASIN, FILTER BAG, ETC.).

MINIMIZE THE DISCHARGE OF POLLUTANTS FROM DEWATERING OF TRENCHES AND EXCAVATED AREAS. THESE 17.

PROVIDES EQUIVALENT OR BETTER TREATMENT PRIOR TO DISCHARGE.

OTHER WASH WATERS. WASH WATERS MUST BE TREATED IN A SEDIMENT BASIN OR ALTERNATIVE CONTROL THAT MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING, WHEEL WASH WATER, AND 16.

MINIMIZE SOIL COMPACTION AND, UNLESS INFEASIBLE, PRESERVE TOPSOIL. 15.

DAYS.

ACTIVITIES HAVE PERMANENTLY OR TEMPORARILY CEASED, AND WILL NOT RESUME FOR A PERIOD OF 7 CALENDAR INITIATE STABILIZATION MEASURES ON ANY EXPOSED STEEP SLOPE (3H:1V OR GREATER) WHERE LAND-DISTURBING 14.

COMMENCEMENT OF CONSTRUCTION ACTIVITIES TO THE DATE THAT FINAL STABILIZATION IS REACHED.

SITE OR A NEARBY LOCATION EASILY ACCESSIBLE DURING NORMAL BUSINESS HOURS, FROM THE DATE OF A COPY OF THE SWPPP, INSPECTIONS RECORDS, AND RAINFALL DATA MUST BE RETAINED AT THE CONSTRUCTION 13.

MATERIALS PRESENT ON THE SITE TO PRECIPITATION AND TO STORMWATER.

LANDSCAPE MATERIALS, FERTILIZERS, PESTICIDES, HERBICIDES, DETERGENTS, SANITARY WASTE AND OTHER MINIMIZE THE EXPOSURE OF BUILDING MATERIALS, BUILDING PRODUCTS, CONSTRUCTION WASTES, TRASH, 12.

TO STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHARGES.

(SUCH AS STOCKPILES OF FRESHLY TREATED LUMBER) AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL FOR IMPACT 11.

THE LAST ROW OF SILT FENCE AND ALL WOS.

MAINTAINED BETWEEN THE DISTURBED AREA AND ALL WOS. A 10-FOOT BUFFER SHOULD BE MAINTAINED BETWEEN THE FIELD. A DOUBLE ROW OF SILT FENCE IS TO BE INSTALLED IN ALL AREAS WHERE A 50-FOOT BUFFER CAN’T BE ALL WATERS OF THE STATE (WOS), INCLUDING WETLANDS, ARE TO BE FLAGGED OR OTHERWISE CLEARLY MARKED IN 10.

TRAPS OR STABLE OUTLETS.

PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND/OR TO DIVERT SEDIMENT-LADEN WATER TO APPROPRIATE TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING CONSTRUCTION TO 9.

SCR100000.

CONSTRUCTION OR OBTAIN APPROVAL OF AN INDIVIDUAL PLAN IN ACCORDANCE WITH S.C REG. 72-300 ET SEQ. AND INDIVIDUAL LOT CONSTRUCTION. INDIVIDUAL PROPERTY OWNERS SHALL FOLLOW THESE PLANS DURING RESIDENTIAL SUBDIVISIONS REQUIRE EROSION CONTROL FEATURES FOR INFRASTRUCTURE AS WELL AS FOR 8.

FROM PAVEMENT, AS MAY BE REQUIRED.

FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED ROADWAY(S) 7.

COMPLETE AND THE SITE IS STABILIZED.

OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR 6.

SPECIFICATIONS.

PORTION OF THESE BMP’S, OR BEFORE IT REACHES A LOWER HEIGHT BASED ON THE MANUFACTURER’S SEDIMENT TUBES, ETC.) WHEN THE DEPOSITED SEDIMENT REACHES 1/3 THE HEIGHT OF THE ABOVE-GROUND REMOVE DEPOSITED SEDIMENT COLLECTED BY SEDIMENT CONTROL MEASURE (SILT FENCE, CHECK DAMS, �

(WHICHEVER OCCURS FIRST).

BEEN REDUCED BY 50 PERCENT OR THE SEDIMENT HAS REACHED THE CLEAN OUT POINT ON THE CLEANOUT STAKE REMOVE DEPOSITED SEDIMENT FROM SEDIMENT TRAPS OR SEDIMENTATION WHEN THE DESIGN CAPACITY HAS �

COMPLETE AND THE SITE IS STABILIZED.

OFFSITESEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL 5.

SEDIMENT BEFORE BEING PUMPED BACK INTO ANY WATERS OF THE STATE.

ARE RECOMMENDED. IF WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE FILTERED TO REMOVE IMMEDIATELY AFTER THE UTILITY INSTALLATION. FILL, COVER, AND TEMPORARY SEEDING AT THE END OF EACH DAY UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED, AND STABILIZED WITH GRASSING PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOIL EROSION DURING 4.

ACTIVITIES, AFTER THE INSTALLATION OF BMPS.

OF 1.0 INCH OR GREATER, AS WELL AS DURING THE FIRST RAIN EVENT AFTER THE INITIATION OF CONSTRUCTION RECOMMENDED THAT BMPS BE ASSESSED BY THE CONTRACTOR WITHIN 24 HOURS OF THE END OF A STORM EVENT CONDUCTED UNTIL FINAL STABILIZATION IS REACHED ON ALL AREAS OF THE CONSTRUCTION SITE. IT IS EVERY CALENDAR WEEK, WITH NO TIME PERIOD BETWEEN INSPECTIONS EXCEEDING 9 DAYS, AND MUST BE AFTER CONSTRUCTION ACTIVITIES BEGIN, INSPECTIONS MUST BE CONDUCTED AT A MINIMUM OF AT LEAST ONCE 3.

INITIATED ON THAT PORTION OF THE SITE.

ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND EARTH-DISTURBING �

STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE.

WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND CONDITIONS �

(14) DAYS AFTER WORK HAS CEASED, EXCEPT AS STATED BELOW.

CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN FOURTEEN STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE 2.

DURING CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED UNTIL THE SLOPE IS BROUGHT TO GRADE.

VEGETATIVE MATS, IN ADDITION TO HYDROSEEDING. IT MAY BE NECESSARY TO INSTALL TEMPORARY SLOPE DRAINS IF NECESSARY, SLOPES, WHICH EXCEED EIGHT (8) VERTICAL FEET SHOULD BE STABILIZED WITH SYNTHETIC OR 1.

STANDARD NOTES

EC2N.T.S.

25' DEDICATED R/W

25' DEDICATED R/W

25' DEDICATED R/W

25' DEDICATED R/W

25' DEDICATED R/W

25' DEDICATED R/W

TIDAL MARSH

PAUKIE ISLAND ROAD

TIDAL MARSH

BEGIN CONSTRUCTION

STA. 11+00.00

PAUKIE ISLAND ROAD

(TIE TO EXISTING)

END CONSTRUCTION

STA. 14+00.00

PAUKIE ISLAND ROAD

(TIE TO EXISTING)

LIMITS OF DISTURBANCE (TYP.)

FLOATING TURBIDITY (TYP.)

TEMPORARY SILT FENCE AND

CONCRETE WASHOUT

STABILIZED CONSTRUCTION ENTRANCE (TYP.)

BEAUFORT COUNTY, SC

CULVERT AND ROADWAY IMPROVEMENTS

PAUKIE ISLAND ROAD

DWG. NO. SCALE:

-GROUP

DESCRIPTION OF REVISIONDATE

DATE

DATE

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TIDAL MARSH

PAUKIE ISLAND ROAD

TIDAL MARSH

BEGIN CONSTRUCTION

STA. 11+00.00

PAUKIE ISLAND ROAD

(TIE TO EXISTING)

END CONSTRUCTION

STA. 14+00.00

PAUKIE ISLAND ROAD

(TIE TO EXISTING)

LIMITS OF DISTURBANCE (TYP.)

FLOATING TURBIDITY (TYP.)

TEMPORARY SILT FENCE AND

PROJECT IDCOUNTYSTATE

S.C.3

DIV. NO.

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NO.

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N a m e

PAUKIEBEAUFORT EC3

EC3

EROSION CONTROL PLAN

1"=20'

OR FLOATING TURBIDITY

TEMPORARY SILT FENCE

LEGEND

CONCRETE WASHOUT BASIN

ENTRANCE

STABILIZED CONSTRUCTION

LIMITS OF DISTURBANCE

STAGE 1

STAGE 2

SILT FENCE TO EXTEND MINIMUM 1-FOOT ABOVE HIGH WATER ELEVATION DURING CONSTRUCTION. CONTRACTOR TO RE-VERIFY TIDE FORECASTS WEEKLY DURING CONSTRUCTION.

FLOATING TURBIDITY BARRIER TO BE MEDIUM-DUTY AND BI-DIRECTIONALLY ANCHORED TO WITHSTAND FLOW REVERSAL.

PERIMETER CONTROLS AS NECESSARY TO ENSURE TIDAL FLUCTUATIONS DO NOT TRANSPORT SEDIMENT AWAY FROM CONSTRUCTION AREA.

CONTRACTOR TO ENSURE WORKING AREA IS FULLY CONTAINED WITH PERIMETER CONTROLS PRIOR TO LAND DISTURBING ACTIVITIES. CONTRACTOR TO USE FLOATING AND EMBEDDED

WORK NOT TO COMMENCE UNTIL USACOE, SCDES 401, AND CRITICAL AREA PERMITS ARE EFFECTIVE.

EROSION CONTROL NOTES:

OR FLOATING TURBIDITY

TEMPORARY SILT FENCE

LEGEND

CONCRETE WASHOUT BASIN

ENTRANCE

STABILIZED CONSTRUCTION

LIMITS OF DISTURBANCE

RE-VERIFY TIDE FORECASTS WEEKLY DURING CONSTRUCTION.

SILT FENCE TO EXTEND MINIMUM 1-FOOT ABOVE HIGH WATER ELEVATION DURING CONSTRUCTION. CONTRACTOR TO

REVERSAL.

FLOATING TURBIDITY BARRIER TO BE MINIMUM CLASS B AND BI-DIRECTIONALLY ANCHORED TO WITHSTAND FLOW

ENSURE TIDAL FLUCTUATIONS DO NOT TRANSPORT SEDIMENT AWAY FROM CONSTRUCTION AREA.

DISTURBING ACTIVITIES. CONTRACTOR TO USE FLOATING AND EMBEDDED PERIMETER CONTROLS AS NECESSARY TO

CONTRACTOR TO ENSURE WORKING AREA IS FULLY CONTAINED WITH PERIMETER CONTROLS PRIOR TO LAND

WORK NOT TO COMMENCE UNTIL USACOE, SCDES 401, AND CRITICAL AREA PERMITS ARE EFFECTIVE.

EROSION CONTROL NOTES:

PAUKIE ISLAND ROAD

DWG. NO. SCALE:

-GROUP

DESCRIPTION OF REVISIONDATE

DATE

DATE

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BYREV. NO.

TOPO.

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EROSION CONTROL2

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F il e L o c a ti o n

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EC4N.T.S.

ALL CONCRETE WASHOUT BASINS MUST HAVE AN IMPERMEABLE LINER.

NOTE:

PAUKIE ISLAND ROAD

DWG. NO. SCALE:

-GROUP

DESCRIPTION OF REVISIONDATE

DATE

DATE

DATE

BYREV. NO.

TOPO.

DWG.

R/W

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EROSION CONTROL2

/4

/2

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P M

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S a v e d

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N a m e

EC5N.T.S.

10 0 1

STA 11+50.00

-5 -5

0 0

5 5

10 10

15 15

.7

.7

-2.0%-2.0%-8.0%

2:1

-2.0% -2.0%-8.0%

2:1

.0

.0

.0

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.3

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.7

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9.1

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27.7

10 0 1

STA 12+00.00

-5 -5

0 0

5 5

10 10

15 15

.9

.9

-2.0%-2.0%-8.0%

2:1

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2:1

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5 5

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/W

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W E

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A N

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MATCH EXIST. MATCH EXIST.

13.3

ROUTE

PROJECT IDCOUNTYSTATE

S.C.3

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M L a s t

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BEGIN CONSTRUCTION STA 11+00.00

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10 0 1

STA 12+50.00

-10 -10

-5 -5

0 0

5 5

10 10

15 15

20 20

.1

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-2.0%-2.0%-8.0% -2.0% -2.0% -8.0%

.5

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W E

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27.7

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50.1

10 0 1

-10 -10

-5 -5

0 0

5 5

10 10

15 15

20 20

.1

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-2.0%-2.0%-8.0% -2.0% -2.0% -8.0%

.5

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.7

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400.0

ROUTE

PROJECT IDCOUNTYSTATE

S.C.3

DIV. NO.

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10 0 1

STA 13+00.00

-5 -5

0 0

5 5

10 10

15 15

20 20

.9

.9

-2.0%-2.0%-8.0% -2.0% -2.0% -8.0%

2:1

.7

.0

.0

.0

.0

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.7

.8

.2

.2

.4

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.4

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.9

.9

8.4

47.4

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R

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0 0

5 5

10 10

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20 20

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.5

.0

.0

.0

.0

.2

.9

.6

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56.7

31.3

ROUTE

PROJECT IDCOUNTYSTATE

S.C.3

DIV. NO.

FED. RD.

NO.

SHEET

/3

/2

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:3

A

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S a v e d

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AMERICA, INC.

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0 0

5 5

10 10

15 15

.7

.7

-2.0%-2.0%-8.0%

2:1

-2.0% -2.0%-8.0%

2:1

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.0

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W E

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8.6

MATCH EXIST. MATCH EXIST.

10 0 1

-5 -5

0 0

5 5

10 10

15 15

.7

.8

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.7

.7

.9

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13.9

ROUTE

PROJECT IDCOUNTYSTATE

S.C.3

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SHEET

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SUMMARY OF QUANTITIES

CULVERT

ITEM

FILL

FLOWABLE

EA CY

TABULATION OF ESTIMATED QUANTITIES

TOTALS

CULVERT 2 71.1

2 71.1

- -WINGWALLS

(4' DIAMETER)

EXISTING CULVERT

DISPOSAL OF

REMOVAL AND

CLASS 4000

STRUCTURES -

CONCRETE FOR

CY

40.0

40.0

(BRIDGE)

STRUCTURES

STEEL FOR

REINFORCING

LB

< 14"HEIGHT

BARREL, FILL

CULVERT, DOUBLE

8' X 8' PC BOX

LF

35.0

35.0

(BRIDGE DECK)

WATERPROOFING

SY

73.9

73.9

NO. 789)

(AGGREGATE

UNDERDRAIN

AGGREGATE

CY

126.4

126.4

SHEET PILING

PERMANENT

SF

CY

FOR CULVERTS

EXCAVATION

STRUCTURE

SUMMARY OF ESTIMATED QUANTITIES

ITEM NO. BID ITEM UNIT QUANTITY

2028500 REMOVAL AND DISPOSAL OF EXISTING CULVERT (4' DIAMETER) EA 2

2041000 STRUCTURE EXCAVATION FOR CULVERTS CY 340

2103000 FLOWABLE FILL CY

7011400 CONCRETE FOR STRUCTURES - CLASS 4000 CY

7031200 REINFORCING STEEL FOR STRUCTURES (BRIDGE) LB

7223003 8'X 8' PC BOX CULVERT, DOUBLE BARREL, FILL HEIGHT ` 14" LF

7283000 WATERPROOFING (BRIDGE DECK) SY

8011200 AGGREGATE UNDERDRAIN (AGGREGATE NO. 789) CY

2047200 PERMANENT SHEET PILING SF

71.1

40.0

73.9

126.4

No. 37284

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PCONSOR

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No. 6971

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B Y

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R E

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D A

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C H

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B Y

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N O

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IS

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N v ic to j

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COUNTY: BEAUFORT ROUTE: N/A

SHEET

BR-1

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P R

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BEAUFORT COUNTY, SC

CULVERT AND ROADWAY IMPROVEMENTS

PAUKIE ISLAND ROAD

03/03/2025

INCIDENTAL TO THE COST OF THE PRECAST CULVERT.

BEDDING STONE SHALL BE WASHED #57 STONE. SEE GEOTECHNICAL ENGINEERING REPORT DATED DECEMBER 17, 2024. COST OF BEDDING STONE SHALL BE

LOAD RATING HAVE BEEN APPROVED BY THE SCDOT.

PRECAST CULVERT SHALL BE LOAD RATED PRIOR TO FABRICATION, AND INSTALLATION OF THE PRECAST SHALL NOT COMMENCE UNTIL THE DESIGN AND

SEALANT BETWEEN SECTIONS TO CONFORM WITH LATEST EDITION OF THE SCDOT STANDARD SPECIFICATIONS OF HIGHWAY CONSTRUCTION.

FABRICATE END SECTIONS WITH EXPOSED END CAST FLUSH (WITHOUT TONGUE OR GROOVE).

CHAMFER ALL EXPOSED EDGES ¾".

MINIMUM COVER OF MAIN REINFORCING STEEL SHALL BE 4" FROM THE SURFACE OF CONCRETE, UNLESS OTHERWISE NOTED.

CONTRACTOR SHALL CONSTRUCT THE NEW STRUCTURE IN ACCORDANCE WITH THE PLANS.

THE CONTRACTOR IS TO USE DUE CARE IN PROTECTION OF ALL UTILITIES IN PLACE AND SERVICE SHALL NOT BE INTERRUPTED, ALL DIMENSIONS ARE SUBJECT TO EXISTING FIELD CONDITIONS AND SHALL BE VERIFIED BY THE CONTRACTOR.

ENGINEER.

DRAWINGS. DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD WITH A COPY OF THE TRANSMITTAL LETTER TO THE RESIDENT CONSTRUCTION

MANUFACTURE AND INSPECT THE BOX CULVERT. A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF SOUTH CAROLINA SHALL CERTIFY THE SHOP

INFORMATION LISTED IN THE REINFORCING STEEL SCHEDULE AND BENDING DETAILS), MATERIAL SPECIFICATIONS, AND SHOW ADEQUATE DIMENSIONING TO

CONSTRUCTION ENGINEER FOR REVIEW. THE DRAWINGS SHALL INDICATE DESIGN CRITERIA, FILL HEIGHT, REINFORCING STEEL DETAILS (SHOWING ALL

THE CONTRACTOR SHALL PROVIDE A STATEMENT CERTIFYING COMPLIANCE WITH THE DESIGN CRITERIA SPECIFIED SHOP DRAWINGS TO THE RESIDENT

CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW BY THE ENGINEER OF RECORD BEFORE FABRICATION OF CULVERT SECTIONS.

UTILITIES AND DRAINAGE STRUCTURES SHALL NOT PENETRATE THE PRECAST CULVERT WALLS OR TOP AND BOTTOM SLABS.

CONSTRUCTION.

SHOWN. FOR PRECAST BOX CULVERTS, SEALANT BETWEEN SECTIONS TO CONFORM WITH THE 2025 SCDOT STANDARD SPECIFICATIONS OF HIGHWAY

SEE SCDOT STANDARD DRAWING 722-305-00 FOR HEADWALL, PRECAST SEGMENT JOINT, WEEP HOLE, FRENCH DRAIN, AND GEOTEXTILE REQUIREMENTS NOT

STANDARD DRAWINGS 722-105-01 & 722-105-02 BOX CULVERT MISCELLANEOUS DATA SHEET.

MANUFACTURER'S WISHING TO SUPPLY PCBC FOR USE ON SCDOT PROJECTS SHALL FOLLOW REQUIREMENTS OF SCDOT QUALIFIED PRODUCT LIST 14. SEE ALSO

DESIGN TABLES OF AASHTO M 259, M 273, ASTM C1433, AND DR ASTM C 1577 MAY BE USED FOR PCBC BARREL SECTIONS IF SPECIFIED IN THE PLANS.

FABRICATION AND INSTALLATION SHALL COMPLY WITH THE SCDOT STANDARD SPECIFICATIONS.

SHALL BE PLACED AT MID-HEIGHT OF THE EXTERIOR VERTICAL WALLS.

3" DIAMETER WEEP HOLES ARE REQUIRED AT EACH FILL FACE A MAXIMUM OF 12'-0", WITH A MINIMUM OF THREE WEEP HOLES AT EACH FILL FACE.WEEP HOLES

ACCORDANCE WITH AASHTO M 259 OR M 273 OR ASTM C 1433 OR C 1577, EXCEPT AS NOTED.

ALL MATERIALS, DESIGN, MANUFACTURING, TESTING, GEOMETRY, AND PRODUCT PERFORMANCE FOR PRECAST CONCRETE BOX CULVERTS (PCBC) SHALL BE IN

CONSTRUCTION. THE PRECAST CULVERT SHALL BE PLACED ON BEDDING STONE AS SHOWN IN THE CONTRACT PLANS. THE BEDDING STONE SHALL BE NO. 57 STONE.

ENGINEERING REPORT DATED DECEMBER 17, 2024. THE CONTRACTOR SHALL ANTICIPATE SETTLEMENT WHEN ESTABLISHING ELEVATIONS USED FOR

FINAL CULVERT ELEVATIONS ARE LISTED IN THE PLANS. ANTICIPATED SOIL SETTLEMENT DURING CONSTRUCTION IS UP TO 4 INCHES, PER THE GEOTECHNICAL

WALL AREA FOR THE SHEET PILE WALL THEY DESIGN.

APPROVAL PRIOR TO INSTALLING THE SHEET PILES. QUANTITIES LISTED FOR THE SHEET PILE WALL ARE AN ESTIMATE. THE CONTRACTOR SHALL DETERMINE THE

SHALL BE DESIGNED FOR STATIC EARTH PRESSURES. FIBERGLASS SHEET PILE AND HARDWARE DETAILS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR

THROUGH THE ROADWAY FILL AND A WALER BAR ACROSS THE FACE OF THE PILES. IN ADDITION TO DEAD AND LIVE LOADS, ALL SHEET PILES AND HARDWARE

WINGWALL SHEET PILES THAT ARE ON OPPOSITE SIDES OF THE SURVEY LINE AND AT THE SAME STATION SHALL BE CONNECTED TO EACH OTHER WITH TIES

SHALL BE RESISTANT TO CORROSION DUE TO THE SALTWATER ENVIRONMENT AND ULTRAVIOLET SUNLIGHT. NON-STAINLESS STEEL SHALL NOT BE USED.

SUPPLIER AND INSTALLED AFTER THE PRECAST UNITS HAVE BEEN PLACED. ALL SHEET PILES SHALL BE MADE OF FIBERGLASS. THE SHEET PILES AND HARDWARE

THE SHEET PILES, AND ANY NECESSARY HARDWARE FOR SUPPORTING THE SHEET PILES, SHALL BE DESIGNED BY THE CONTRACTOR AND FABRICATED BY THEIR

CONSTRUCTING THEM. CONCRETE REINFORCING SHALL HAVE A MINIMUM OF 4” CONCRETE COVER.

AND CAST-IN-PLACE WINGWALL ELEMENTS. PREFABRICATED CULVERT DETAILS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO THE PRECAST CULVERT UNITS SHOWN IN THE CONTRACT PLANS SHALL BE MAINTAINED. THE PRECAST CULVERT SHALL NOT BE CONNECTED TO THE WINGWALLS IN THE CONTRACT PLANS. THE CROSS SECTION OF THE PRECAST UNITS SHALL ENCOMPASS BOTH BARRELS OF THE CULVERT. THE ELEVATION OF THE BOTTOM OF CAROLINA AT THE DIRECTION OF THE CONTRACTOR OR THEIR SUPPLIER. THE HYDRAULIC OPENING OF THE CULVERT SHALL NOT BE LESS THAN WHAT IS SHOWN THE PRECAST CULVERT, INCLUDING GUARDRAILS ATOP THE CULVERT, SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF SOUTH

PRECAST CULVERT

FOR HIGHWAY CONSTRUCTION, UNLESS OTHERWISE SPECIFIED ON THE PLANS OR IN THE SPECIAL PROVISIONS.

PROVIDE ALL MATERIAL AND WORKMANSHIP IN ACCORDANCE WITH THE SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION 2025 STANDARD SPECIFICATIONS

MATERIAL AND WORKMANSHIP

OVER NOTES ON THIS SHEET AND SPECIAL PROVISIONS GOVERN OVER ALL. SEE SUBSECTION 105.4 OF THE STANDARD SPECIFICATIONS.

GENERALLY, IN CASE OF DISCREPANCY, THIS GENERAL NOTES SHEET GOVERNS OVER THE STANDARD SPECIFICATIONS BUT THE REMAINDER OF THE PLANS GOVERN

ON WEATHER CONDITIONS AND SEASONAL FLUCTUATIONS.

THE WATER ELEVATIONS SHOWN IN THE PLANS ARE FOR INFORMATION ONLY AND THE ACTUAL WATER ELEVATION DURING CONSTRUCTION MAY VARY DEPENDING

LEFT AND RIGHT SIDES, WHERE REFERRED TO IN THESE PLANS, ARE IN RELATION TO DIRECTION OF STATIONING.

FABRICATE REINFORCING BARS AS NOTED ON THE REINFORCING BENDING DETAIL SHEETS.

IN THE PLANS.

AASHTO M 55 AND M 221. REINFORCING STEEL LAYOUT SHALL BE IN ACCORDANCE WITH AASHTO M 259 OR M 273 DR ASTM 1433 OR ASTM 1577 OR AS SHOWN REINFORCING STEEL SHALL BE ASTM A 706, LOW-ALLOY STEEL DEFORMED BARS FOR CONCRETE REINFORCEMENT, GRADE 60. WIRE MESH SHALL CONFORM TO

COORDINATION OF PLANS, SPECIFICATIONS, AND SPECIAL PROVISIONS

WATER ELEVATIONS

ORIENTATION IN RELATION TO STATIONING

REINFORCING STEEL

COMPRESSIVE STRENGTH OF 4000 PSI. CONCRETE SHALL MEET THE REQUIREMENTS OF THE SCDOT STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.

CONCRETE FOR PCBC SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 5000 PSI. CAST-IN-PLACE CONCRETE SHALL HAVE A MIMIMUM 28 DAY

CONCRETE

SCDOT 2025 STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION

AASHTO 2020 LRFD BRIDGE DESIGN SPECIFICATIONS, 9TH EDITION.

SPECIFICATIONS

SEISMIC DESIGN: N/A

LIVE LOAD: AASHTO HL-93 LOADING

ENSURE WINGWALLS AND CAPS ARE SELF SUPPORTING. DO NOT TRANSFER WINGWALL OR CAP LOADING INTO CULVERT BARREL.

IN ORDER TO ACCOMMODATE FIELD CHANGES.

LOAD IN CONJUNCTION WITH THE LIVE LOAD SPECIFIED BELOW. IN GENERAL, NEW DESIGNS SHOULD INCLUDE ADDITIONAL CAPACITY BEYOND DESIGN FILL HEIGHTS DESIGN ALL BOX CULVERT COMPONENTS USING THE MOST CONSERVATIVE COMBINATION OF HIGHEST/LOWEST EXPECTED DESIGN EARTH OR ASPHALT (PLUS 6") DEAD

LOAD AND RESISTANCE FACTOR DESIGN (LRFD) METHOD

DESIGN DATA

UNDER RIPRAP AS SPECIFIED IN SCDOT STANDARD SPECIFICATIONS.

PLACE RIPRAP IN FRONT OF WINGWALLS AND HEADWALL, AND WRAPPED AROUND ENDS OF WINGWALLS AS NECESSARY. PLACE GEOTEXTILE FOR EROSION CONTROL

USE MINIMUM CLASS C RIPRAP.

DETAILS

TAKE CARE TO AVOID DAMAGE TO THE CULVERT SECTIONS DURING HANDLING, INSTALLATION, AND BACKFILLING OF SECTIONS.

BACKFILL AS REQUIRED.

CONSTRUCT WINGWALLS, CAPS, AND HEADWALLS.

ACCORDANCE WITH THE STANDARD SPECIFICATIONS.

FOR PCBC, APPLY JOINT SEALANT IN ACCORDANCE WITH AASHTO M 198 AND MANUFACTURER RECOMMENDATIONS. CONTINUE INSTALLATION OF PCBC SECTIONS IN

SAME DIRECTION ALONG THE LENGTH OF THE CULVERT.

CONSTRUCT PCBC SECTIONS BEGINNING AT ONE END OF THE CULVERT AND PROGRESSING SEQUENTIALLY TO THE OTHER END. INSTALL GROOVE ENDS LAYING IN THE

PREPARE BED FOR CULVERT SECTIONS AS INDICATED IN THE SCDOT STANDARD SPECIFICATIONS OR AS INDICATED IN THE PLANS.

INSTALLATION

GENERAL NOTES

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CULVERT AND ROADWAY IMPROVEMENTS

BEGIN OR END CULVERT

#789 COARSE AGGREGATE

FILTER FABRIC

BEDDING STONE &

2'-0"

M A

X

1'-0"1'-0"

(SEE PIPE OUTLET DETAIL)

PERFORATED PVD PIP

WRAP FILTER SOCK AROUND

Ø

UNDERDRAIN WITH FILTER SOCK

PERFORATED PIPE> 4"

PIPE UNDERDRAIN DETAIL

* SLOPE PIPE A MINIMUM OF 0.5% TO DRAIN.

WINGWALL CAP

FIBERGLASS SHEET PILE

FILL SLOPE

AND COUPLER

> PIPE JOINT

SLOPE DOWN @ 3% MINIMUM

FABRIC

RIPRAP WITH GEOTEXTILE

2 TONS OF HAND PLACED

(SEE NOTE 4)

SCREEN AT PIPE JOINT

PROVIDE RODENT

1'-0" MAX.

6" MIN.Ø

(SEE PIPE UNDERDRAIN DETAIL)

UNDERDRAIN WITH FILTER SOCK

PERFORATED PVC PIPE4"

PIPE OUTLET DETAIL

PRECAST CULVERT

FLOWABLE FILL

TOP OF ASPHALT

NOTES:

1. INSTALL 4" Ø PERFORATED PIPE UNDERDRAIN IN ACCORDANCE WITH SECTION 802 OF THE STANDARD SPECIFICATIONS.

USE #789 COARSE AGGREGATE IN ACCORDANCE WITH SECTION 701 OF THE STANDARD SPECIFICATIONS. USE GEOTEXTILE

FOR DRAINAGE FILTRATION, CLASS 1 FABRIC (PROTECTED) FOR THE FILTER SOCK IN ACCORDANCE WITH THE SPECIAL

PROVISIONS.

2. INCLUDE ALL COSTS FOR FURNISHING AND INSTALLING THE 4" Ø PERFORATED PVC PIPE UNDERDRAIN, FILTER SOCK, #789 COARSE AGGREGATE, 4" Ø NON-PERFORATED PVC OUTLET PIPE, RIPRAP, GEOTEXTILE FABRIC FOR RIPRAP, RODENT SCREEN, AND CONSTRUCTING THE OUTLET AS DIRECTED BY THE RCE IN THE UNIT PRICE BID FOR AGGREGATE

UNDERDRAIN (AGGREGATE #789).

3. INCLUDE ALL COSTS FOR FURNISHING AND INSTALLING THE SUBSTRUCTURE WATERPROOFING IN THE UNIT PRICE BID

FOR WATERPROOFING.

4. CONSTRUCT THE PIPE OUTLET WITH A PIPE JOINT THAT IS A MINIMUM OF 6" AND A MAXIMUM OF 1'-0" FROM THE

OUTLET END OF THE PIPE. PROVIDE RODENT SCREEN MANUFACTURED FROM T304 STAINLESS STEEL OR GALVANIZED

STEEL WITH A MINIMUM WIRE DIAMETER OF 0.050". PROVIDE A RODENT SCREEN WITH A MINIMUM OF 2 OPENINGS

PER INCH AND A MAXIMUM OF 4 OPENINGS PER INCH. GENERAL DETAILS

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CULVERT AND ROADWAY IMPROVEMENTS

a a a b a b b d b d d a b b a c b d b c a c c d c b a b b b a c a b

IN LENGTH OF BAR

d = INCREMENTAL CHANGE

BARS DBBARS DABARS DBARS CVBARS CABARS CBARS BABARS BBARS AVBARS A

BARS E BARS EA BARS EB BARS F BARS FA BARS FB BARS G BARS GA BARS GB BARS GC

BARS RBARS M

BARS LA

BARS KBARS JBBARS JABARS JBARS H

c c a

9"

1'-1" b

9"

1'-1" a b b b b b bab c ab cae a a a a d e c b baba c = MAXIMUM LENGTH OF BARS b = MINIMUM LENGTH OF BARS a = AVERAGE LENGTH OF BARS e

"4

1'-0

"2

"4

"8

"4 b c a ca c ca

10"

"8

'-2

BARS JC BARS JD

(ALONG �)

"8

75 a

TYPE SIZE SERIES

A 05 01

REINFORCING STEEL CODE

"4

"85

"2

BARS LB

* STANDARD 135° SEISMIC HOOK

d c

BARS L

b a

12"

"21 c b a b a a b d c d b e e c b

BARS N

a a a2" 2"

STANDARD 135° HOOK DIMENSIONS

GALVANIZEDUNCOATED

#04

#05

#06

SIZE

2.50

3.25

4.50

7.75

8.50

10.75

5.00

5.50

6.75

3.00

3.75

4.50

8.00

9.00

10.75

5.25

5.50

6.75

(IN)

D

(IN)

A OR G

(IN)

H

(IN)

D

(IN)

A OR G

(IN)

H

10d OR 6" MIN.

** APPROXIMATE DIMENSION

H

D = FINISHED BEND DIAMETER

A OR G

UNCOATED BARS - MINIMUM FINISHED BEND DIAMETER

BAR SIZE AND USE

DIAMETER

FINISHED

MINIMUM

GALVANIZED BARS - MINIMUM FINISHED BEND DIAMETER

#09, #10, AND #11

#14 AND #18

#06 THROUGH #08

#03 THROUGH #05 - GENERAL

#03 THROUGH #05 - STIRRUPS AND TIES

BAR SIZE AND USE

DIAMETER

FINISHED

MINIMUM

1#14 AND #18

#09, #10, AND #11

#07 THROUGH #08

#03 THROUGH #06

c b a a

BARS KB

a = AVERAGE LENGTH OF LEGS b = MINIMUM LENGTH OF LEGS c = MAXIMUM LENGTH OF LEGS

6.0 d

4.0 d

6.0 d

8.0 d

10.0 d

SEE TABLE BELOW FOR DIMENSIONS

6.0 d

8.0 d

8.0 d

10.0 d

(ALONG �)

"8

(ALONG �)

"8

(ALONG �)

5"

RADIUS)

d (OUTSIDE

OF GRADE 75 OR HIGHER

BENDING BARS LARGER THAN #14 WITH GRADE DESIGNATION

DUE TO SAFETY CONCERNS CRSI DOES NOT RECOMMEND

= NOMINAL DIAMETER OF REINFORCING BAR (IN.) d b b b b b b b b b b b

IN LENGTH OF LEG

d = INCREMENTAL CHANGE

SUFFIX

CURRENT CRSI MANUAL OF STANDARD PRACTICE, EXCEPT AS NOTED.

FABRICATE REINFORCING BARS IN ACCORDANCE WITH THE

NOTES:

EXTENDING FROM PRESTRESSED CONCRETE BEAMS

THIS 135° HOOK REQUIREMENT DOES NOT APPLY TO STIRRUPS�

INCH.2

1THE FABRICATION TOLERANCE FOR WELDED HOOP � IS ±�

CLEARANCES.

UNDER LAP SPLICES, NOT SIDE BY SIDE, TO MAINTAIN BAR

SPLICES OR ULTIMATE MECHANICAL COUPLERS. USE OVER AND

SPLICE WS AND WP BARS WITH EITHER ULTIMATE WELDED LAP�

SUFFIX "T" DENOTES REINFORCING STEEL TO BE THREADED.

SUFFIX "G" DENOTES GALVANIZED REINFORCING STEEL.

SUFFIX "A" DENOTES ADHESIVELY BONDED DOWEL.

REQUIRED CONCRETE COVER.

NECESSARY, ADJUST THE LENGTH OF THE BARS TO MAINTAIN THE

STEEL SCHEDULES ARE TO THE CENTER OF THE COUPLER. IF

NOTED OTHERWISE, BAR LENGTHS SHOWN IN THE REINFORCING

AND A SUFFIX "U" FOR AN ULTIMATE STRENGTH COUPLER. UNLESS

STEEL CODE INCLUDES A SUFFIX "S" FOR A SERVICE LEVEL COUPLER

IF A MECHANICAL COUPLER IS REQUIRED, THE REINFORCING�

STEEL (LATEST EDITION) AND THE STANDARD SPECIFICATIONS.

OF AWS D1.4/D1.4M STRUCTURAL WELDING CODE - REINFORCING

PENETRATION BUTT WELD CONFORMING TO THE REQUIREMENTS

ULTIMATE BUTT-WELDED SPLICE - USE COMPLETE JOINT�

WELDED LAP SPLICE.

TURNS @ A CLOSED PITCH SECURED BY AN ULTIMATE2

1 - 1

- OUTSIDE RADIUS = b/2

" INSIDE RADIUS FOR UNCOATED #05 BARS8

5 - 1

REINFORCING DETAILS 1

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CULVERT AND ROADWAY IMPROVEMENTS

a e d c c b a a a b c a c a a a c b a b c a a b b a b

BARS RCBARS RB BARS SA

a bb c c b c c c cd

BARS SB BARS SC BARS SD BARS T

BARS TA BARS TB BARS U BARS UA BARS V BARS WS BARS WP

b

HOOP

60° a c

SPACERS

b c a a b d e

BARS RA

c b b c a c

BARS VA

a

BARS RD

b a c d e d

BARS S

c b ca

REINFORCING DETAILS 2

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