7/12/16

In order to comply with the National Flood Insurance Program (NFIP) regulations administered by the Federal Emergency Management Agency (FEMA), the Department must provide sealed As–Built Construction Plans within six (6) months of structure completion, certifying that the major drainage structure(s) and associated roadway embankment that are located within the 100-year floodplain were built as shown in the construction plans, both horizontally and vertically.

The Hydraulics Unit is responsible for ensuring that the Department meets FEMA compliance by submitting the certified As-Built Plans for these major drainage structures. Projects requiring FEMA Certification will be identified in the Green Sheet Commitments (in the environmental document), and the Hydraulics Unit will submit a FEMA Certification Request for the affected structures. The appropriate sheets of the As-Built Plans requiring certification will have a title block for the certification as follows:

Certification consists of a professional licensed surveyor’s (PE) or professional engineer’s (PE) seal, signature, and date. In the absence of the title block, the certification consists of a PLS or PE seal, signature, and date with the following note placed above the seal: “I hereby certify these plans are the as-built plans.”

For BRIDGES, the Structure General Drawing Layout Sheet will contain the title block.

For CULVERTS, the following Culvert Plan Sheets will contain the title block: • The sheet showing the location sketch, plan, and profile along centerline of the culvert• The sheet showing the culvert section normal to the roadway and end elevation• The sheet showing the roadway profile in the area of the structure

The certification should be made upon completion of the work in the floodplain. All approach fills, unclassified structure excavation, bents, and superstructure members should be complete prior to making the certification. The certification should be made on the half-sized Structure General Drawing or Culvert Plan Sheets as noted above and submitted to the Hydraulics Unit at the following email address: NCDOT_Hydraulics_As-Built_Plans@ncdot.gov. It is preferred that the certification be transmitted electronically (PDF) via this email address; however, a hardcopy delivered through the mail to the Hydraulics Unit FEMA Coordinator is also acceptable.

I HERBY CERTIFY THESE PLANS ARE THE AS-BUILT PLANS

<PE or PLS Seal>

Guide for Preparing As-Built Plans for FEMA Compliance

LOCATION SKETCH

FOR UTILITY INFORMATION, SEE UTILITY PLANS AND SPECIAL PROVISIONS.

1" = 25’=0" (300)

PROFILE ALONG { CULVERT

F. A. PROJECT NO.�" * ANNOTATION TEXT: (TX=.010417 x BORDER SCALE)

WOODS

WOODS

NORTHNAD 83

TOWN BRANCH

STD. NO. CB12A

90° SKEW

CONCRETE BOX CULVERT

BARREL STANDARD

C-1

DRAWN BY :

CHECKED BY :

DATE :

DATE :

CHECKED BY :

DATE :

DATE :

ASSEMBLED BY :SPECIAL

STANDARDR.W. WRIGHT JULY. 1990

JULY. 1990D.A. GLADDEN

AD

DE

D

NO

V. 1, 19

90

DOUBLE 11 FT. X 8 FT.

ITEM)

(RDWY DETAIL & PAY

GEOTEXTILE FABRIC

CLASS I RIP RAP WITH

CHANNEL IMPROVEMENT

40 LF OF OUTLET

ITEM)

(RDWY DETAIL & PAY

GEOTEXTILE FABRIC

CLASS I RIP RAP WITH

CHANNEL IMPROVEMENT

40 LF OF INLET

-L-

STA. 31+84.50 -L-

FF

F

FF

FF

F

F

FRCBC

11’ x 8’

DOUBLE

(TAN. TO CURVE)

90°-00’-00"

67’-3"67’-3"

134’-6"

BENCH MARK #1 CHISELED SQUARE IN NW CORNER OF CONCRETE SIGN PAD: 627.97’ LT. OF STA 17+19.28 -L-, EL. 764.18

{ CULVERT

6’-9"

16’-8"50’-0"43’-10"16’-10"22’-2"50’-0"28’-5"

-L-

EL. 692.1|

EL. 691.9| EL. 692.4|

EL. 695.8|

EL. 695.3|

EL. 693.8|

EL. 691.8|

EL. 690.8|

EL. 690.5|

TO

SR 1238

TO

SR 1221

SHEET 1 OF 5 CULVERT NO. 468

F.A. PROJECT NO. : HSIP-1221(18)

TOTAL STRUCTURE QUANTITIES

CLASS A CONCRETE

FOUNDATION CONDITIONING MATERIAL

CULVERT EXCAVATION LUMP SUM

TOTAL

LBS.

LBS.

TOTAL LBS.

REINFORCING STEEL

BARREL, SILLS, BAFFLES

C.Y.

C.Y.

C.Y.

231 TONS

518.4

551.4

75,844

1,453

77,297

BARREL @ 3.854 CY/FT

WINGS, ETC.

WINGS, ETC.

24.4

8.6 C.Y.SILLS/BAFFLES

LUMP SUMSTREAM BED MATERIAL

PLACEMENT OF NATURAL

= 2:1

= 690.70

= 723.68

ROADWAY DATA

ROADWAY SLOPES

INVERT ELEV. @ STATION 31+84.50

GRADE POINT ELEV. @ STATION 31+84.50

CULVERT

RIGHT BARREL OF

APPROX. 22’ CENTERS IN

AND 2’ SILLS SPACED @

LEFT BARREL OF CULVERT

APPROX. 22’ CENTERS IN

1’ BAFFLES SPACED @

= 500 YR +

= 4,700 CFS

= 724.0

OVERTOPPING FLOOD DATA

= 698.82

= 1,100 CFS

= 1.3 SQ MI

= 50 YR.

= 1,000 CFS

HYDRAULIC DATA

DESIGN DISCHARGE

FREQUENCY OF DESIGN FLOOD

DESIGN HIGH WATER ELEVATION

DRAINAGE AREA

BASE DISCHARGE (Q 100)

BASE HIGH WATER ELEVATION

OVERTOPPING FLOOD ELEVATION

FREQUENCY OF OVERTOPPING FLOOD

OVERTOPPING DISCHARGE

= 698.2

NOTES

VARIOUS PAY ITEMS.

REINFORCING STEEL SHALL BE CONSIDERED INCIDENTAL TO

THIRTY BAR DIAMETERS. PAYMENT FOR THE SAMPLES OF

AND LENGTH OF THE SAMPLE, PLUS A MINIMUM LAP SPLICE OF

MUST THEN BE SPLICED WITH REPLACEMENT BARS OF THE SIZE

SIZE BAR USED. THE BARS FROM WHICH THE SAMPLES ARE TAKEN

TONS OF REINFORCING STEEL, TWO 30 INCH SAMPLES OF EACH

OF EACH SIZE BAR USED, AND FOR PROJECTS REQUIRING OVER 400

UP TO 400 TONS OF REINFORCING STEEL, ONE 30 INCH SAMPLE

OF REINFORCING STEEL AS FOLLOWS: FOR PROJECTS REQUIRING

THE CONTRACTOR SHALL PROVIDE INDEPENDENT ASSURANCE SAMPLES

FOR ‘‘PLACEMENT OF NATURAL STREAM BED MATERIAL.’’

CULVERT BETWEEN SILLS AND BAFFLES. SEE SPECIAL PROVISIONS

NATURAL STREAM BED MATERIAL SHALL BE USED TO BACKFILL THE

SPECIFICATIONS.

3" ~ WEEP HOLES INDICATED TO BE IN ACCORDANCE WITH THE

FOR CRANE SAFETY, SEE SPECIAL PROVISIONS.

FOR GROUT FOR STRUCTURES, SEE SPECIAL PROVISIONS.

FOR FALSEWORK AND FORMWORK, SEE SPECIAL PROVISIONS.

FOR SUBMITTAL OF WORKING DRAWINGS, SEE SPECIAL PROVISIONS.

CONTRACTOR.

OF STEEL DUE TO THE SPLICES SHALL BE PAID FOR BY THE

IN THE SPLICE LENGTH CHART SHOWN ON THE PLANS. EXTRA WEIGHT

CONSTRUCTION JOINT. THE SPLICE LENGTH SHALL BE AS PROVIDED

AND BOTH FACES OF THE INTERIOR WALL ABOVE LOWER WALL

REINFORCING STEEL IN THE INTERIOR FACE OF EXTERIOR WALLS

AT THE CONTRACTOR’S OPTION, HE MAY SPLICE THE VERTICAL

SHEET.

REINFORCING STEEL EMBEDDED IN BARREL ARE SHOWN ON WING

DIMENSIONS FOR WING LAYOUT AS WELL AS ADDITIONAL

PROPERLY TAKE CARE OF THE FILL.

BEFORE STAKING IT OUT TO MAKE CERTAIN THAT IT WILL

THE RESIDENT ENGINEER SHALL CHECK THE LENGTH OF CULVERT

FULL HEIGHT FOLLOWED BY ROOF SLAB AND HEADWALLS.

2. THE REMAINING PORTIONS OF THE WALLS, SILLS AND WINGS

VERTICAL WALLS.

1. WING FOOTINGS AND FLOOR SLAB INCLUDING 4" OF ALL

CONCRETE IN CULVERTS TO BE POURED IN THE FOLLOWING ORDER:

NO PRECAST REINFORCED BOX CULVERT OPTION WILL BE ALLOWED.

EXPANSION JOINT.

FILL FACE OF THE WING COVERING THE ENTIRE LENGTH OF THE

A 3 FOOT STRIP OF GEOTEXTILE SHALL BE ATTACHED TO THE

CONTROL PLANS.

FOR CULVERT DIVERSION DETAILS AND PAY ITEM, SEE EROSION

OF JOINTS SHALL BE SUBJECT TO APPROVAL OF THE ENGINEER.

SPACED TO LIMIT THE POURS TO A MAXIMUM OF 70 FT. LOCATION

TRANSVERSE CONSTRUCTION JOINTS SHALL BE USED IN THE BARREL,

TO THE SPLICES SHALL BE PAID FOR BY THE CONTRACTOR.

JOINT AT THE CONTRACTOR’S OPTION. EXTRA WEIGHT OF STEEL DUE

STEEL IN THE BOTTOM SLAB MAY BE SPLICED AT THE PERMITTED

SHALL BE SUBMITTED, SEE SHEET SN.

DETAILED DRAWINGS FOR FALSEWORK AND FORMS FOR THIS CULVERT

DESIGN FILL = 24’

ASSUMED LIVE LOAD = HL-93 OR ALTERNATE LOADING.

ARE THE AS-BUILT PLANS

I HEREBY CERTIFY THESE PLANS

NO. NO.BY: BY:DATE: DATE:

REVISIONS SHEET NO.

TOTALSHEETS

STATE OF NORTH CAROLINA

RALEIGH

DEPARTMENT OF TRANSPORTATION

12

3

4

STATION:

COUNTY

PROJECT NO.

T. E. TALLMAN

D. H. CARTER

5/28/2015

ICA Engineering

R:\Structures\Plans\Town_Creek_Culvert\C1_w-5516_sd_gd.dgn

MAY 2015

MAY 2015

13NC License No: F-0258

Engineering

31+84.50 -L-

ROWAN

W-5516

PRO

FESSION

AL

ENGINEER

N

ORTH CAROLIN

A

SEAL

14408

E.SAMHT

T LL

NAMA

O

7/7/2015

6"

DRAWN BY :

CHECKED BY :

DATE :

DATE :

CHECKED BY :

DATE :

DATE :

ASSEMBLED BY :SPECIAL

STANDARD

2’-

6"

{ CULVERT

8"

BARREL STANDARD

90° SKEW

CONCRETE BOX CULVERT

EXTERIOR WALL (SEE BARREL SECTION) EXTERIOR WALL (SEE BARREL SECTION)

SYMM. ABOUT { CULVERT

1’- 3"

9"

3"

CONST. JT.

3"

9"

FOR 2:1 FILL

WING SLOPE

#5 B1 BARS- FILL FACE

ROADWAY WIDTH

3" ~ WEEP HOLES @ 10’- 0" | CTS.

FOR 2:1 FILL

WING SLOPE

SH

OW

N I

N

TY

PI

CA

L S

EC

TI

ON

OF

BA

RR

EL

9"

CULVERT SECTION NORMAL TO ROADWAY

EXTERIOR WALL INTERIOR WALL

6" BEVEL

STD. NO. CB12

END ELEVATION

6"6"

3" 3"

RE

DR

AW

N

UPSTREAM END ONLY

4-#5 G1 @ 3" CTS.

#4

C1 B

AR

S

#4

C1 B

AR

S

#4 B2 BARS EACH

PART PLAN-ROOF SLAB PART PLAN-FLOOR SLAB

RALPH D. UNDERWOOD

JOEL A. JOHNSON

MAY 1971

JULY 1971

NO

V. 19

90

BY

TS

S

CH

EC

KE

D

BY

AR

B

10’’

10’’

SHEET 2 OF 5

RE

VIS

ED 11-19-99

BY

M.M.

CH

EC

KE

D

BY

R.W.W.

PROJECT NO.

C-2

AND FLOOR SLAB WHEN SLAB

IS THICKER THAN FOOTING

CONNECTION OF WING FOOTING

DETAIL

FLOOR SLAB

WING FOOTING

FLOOR SLAB

CONST. JT.

WING FOOTING

ROADWAY FILL SLOPE 2:1

ROADWAY FILL SLOPE 2:1

GRADE -0.90%

ELEV. 690.70

FACE

CONST. JT.

PERMITTED

40’-0"

#5 B1 BARS- STREAM FACE

11"

1’-

8"

1’-

10"

DOUBLE 11 FT. X 8 FT.

24’-4"

2’-

8"

11’-0" 11’-0"

22’-8"

21’-1�"

1’-

6"

1’-

0"

3’-

9"

6’-

1"

9’-

10"

9�"9�"

STA. 31+84.50 -L-

{ -L-

269-#5 A1 @ 6" CTS. CORNER BARS EACH 269-#5 A2 @ 6" CTS. CORNER BARS EACH

11-#4

C1 B

AR

S

@ 1’-

0"

CT

S.

LENGTH OF CULVERT= 134’-6"

23-#4

C1 B

AR

S

@ 1’-

0"

CT

S.

TO

P

OF

RO

OF

SL

AB

11-#4

C1 B

AR

S

@ 1’-

0"

CT

S.

135-#4 B2 @ 1’-0" CTS.

(EACH FACE)

6"

135-#5 B1 BARS @ 1’-0" CTS. FILL FACE

135-#5 B1 BARS @ 1’-0" CTS. STREAM FACE

EA

CH

BA

RR

EL

TO

P

OF

FL

OO

R

SL

AB

EA

CH

BA

RR

EL

BO

TT

OM

OF

RO

OF

SL

AB

6"

1’-

2"

1’-

2"

45-#4

C1 B

AR

S

@ 6"

CT

S.

67’-3" 67’-3"

3"

3"

3"

269-#6 A100 BARS @ 6" CTS.- BOTTOM OF ROOF SLAB

269-#6 A300 BARS @ 6" CTS.- TOP OF ROOF SLAB

3"

3"

3"

3"

3"

269-#7 A200 BARS @ 6" CTS.- TOP OF FLOOR SLAB

269-#7 A400 BARS @ 6" CTS.- BOTTOM OF FLOOR SLAB

TO CURVE)

90° (TAN

1’-

3"

1’-

3"

SH

OW

N I

N

TY

PI

CA

L S

EC

TI

ON

OF

BA

RR

EL

3"

BO

TT

OM

OF

FL

OO

R

SL

AB

6"

4-#5 G1 @ 3" CTS.

IN HEADWALL

(5

BA

R

RU

N)

(5

BA

R

RU

N)

(5

BA

R

RU

N)

(5

BA

R

RU

N)

(5

BA

R

RU

N)

(5

BA

R

RU

N)

8’-

0"

(IN

SI

DE

FA

CE

S

EX

TE

RI

OR

WA

LLS)

22’-

8"

-L-

90°

1’-

11"

ARE THE AS-BUILT PLANS

I HEREBY CERTIFY THESE PLANS

NO. NO.BY: BY:DATE: DATE:

REVISIONS SHEET NO.

TOTALSHEETS

STATE OF NORTH CAROLINA

RALEIGH

DEPARTMENT OF TRANSPORTATION

12

3

4

STATION:

COUNTY

PROJECT NO.

T. E. TALLMAN

D. H. CARTER

5/28/2015

ICA Engineering

R:\Structures\Plans\Town_Creek_Culvert\C2_w-5516_sd_ce.dgn

MAY 2015

MAY 2015

13NC License No: F-0258

Engineering

31+84.50 -L-

ROWAN

W-5516

PRO

FESSION

AL

ENGINEER

N

ORTH CAROLIN

A

SEAL

14408

E.SAMHT

T LL

NAMA

O

7/7/2015

740

750

760

770

780

790

800

810

820

740

750

760

770

780

790

800

90 91 92 93 94 95 96 97 98 99 100 101 102 103

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

5/28/99

SHEET NO.PROJECT REFERENCE NO.

HYDRAULICSROADWAY DESIGN

ENGINEER ENGINEER

18 W-5516

5/23/2014

R:\

Road

way\

Proj\

w5516_rdy_pfl_18.d

gn

_IC

A

EN

GIN

EE

RIN

G, IN

C._

103 104 105 106 107 108 109 110 111 112 113 114 115 116

710

720

730

740

750

760

770

780

790

800

710

720

730

740

750

760

770

780

790

800

730730

FOR -L- PLAN, SEE SHEET 10

FOR -L- PLAN, SEE SHEET 11

-L-OLD BEATTY FORD ROAD

-L-OLD BEATTY FORD ROAD

DRAINAGE AREA

DESIGN FREQUENCY

DESIGN DISCHARGE

DESIGN HW ELEVATION

100 YEAR DISCHARGE

100 YEAR HW ELEVATION

OVERTOPPING FREQUENCY

OVERTOPPING DISCHARGE

OVERTOPPING ELEVATION

PIPE HYDRAULIC DATA

AC

YRS

YRS

CFS

CFS

CFS

FT

FT

FT

=

=

=

=

=

=

=

=

= 774.44

21

500+

766.70

5

766.70

5

50

1.55

INV IN = 765.44 INV OUT = 764.88

18" RCP-III STA 96+40 -L-

DRAINAGE AREA

DESIGN FREQUENCY

DESIGN DISCHARGE

DESIGN HW ELEVATION

100 YEAR DISCHARGE

100 YEAR HW ELEVATION

OVERTOPPING FREQUENCY

OVERTOPPING DISCHARGE

OVERTOPPING ELEVATION

PIPE HYDRAULIC DATA

AC

YRS

YRS

CFS

CFS

CFS

FT

FT

FT

=

=

=

=

=

=

=

=

= 766.05

100

500+

760.16

36

760.05

34

50

10.52

INV IN = 757.13 INV OUT = 756.60

36" RCP-III STA 99+23 -L-

CULVERT HYDRAULIC DATA

DESIGN DISCHARGE

DESIGN FREQUENCY

BASE DISCHARGE

OVERTOPPING ELEVATION

OVERTOPPING FREQUENCY

OVERTOPPING DISCHARGE

DESIGN HW ELEVATION

BASE HW ELEVATION

DRAINAGE AREA

=

=

=

=

=

=

=

=

=

FT

CFS

YRS

FT

CFS

FT

YRS

CFS

SQ MI

752.6

1400

500+

744.43

600

734.7

50

500

0.3

NC License No: F-0258Engineering

EXISTING GROUND LINE

PROPOSED GRADE LINE-1.9837%

EL

EV. 765.4

0

EL

EV. 769.9

7

EL

EV. 772.2

5

(+) 3.66%

EL

EV. 763.0

0

ST

A. 90

+25 -

LT

BE

GIN

DIT

CH

(+) 1.50%

(+) 0.30%

(+) 0.50%

(+) 4.56%

(+) 4.57%

ELEV. 771.34 ELEV. 772.84

ELEV. 773.84

STA. 94+00 - RT

END DITCH

ELEV. 772.85

STA. 94+50 - LT

END DITCH (-) 5.73% (+) 0.30%

(-) 5.21%

(+) 0.84%

ELEV. 764.88

(-) 7.22%(-) 7.65%

(+) 0.30%

(+) 0.49%

ELEV. 770.87

STA. 95+50 - RT

BEGIN DITCH

ELEV. 765.44

ELEV. 766.01

ELEV. 766.01

ELEV. 757.13 ELEV. 756.60ELEV. 757.97

STA. 102+00 - RT

END DITCH

ELEV. 757.97

STA. 102+00 - LT

END DITCH

ELEV. 771.86

STA. 95+00 - LT

BEGIN DITCH

STA. 99+23STA. 99+23

STA. 98+00STA. 96+65

STA. 98+00

STA. 96+12

ST

A. 92

+50

ST

A. 91

+00

STA. 91+00 STA. 92+00

ST

A. 92

+00

18" RCP-III

36" RCP-III(+) 3.20%

DS = 50 MPH PROPOSED GRADE LINE

EXISTING GROUND LINE

PI = 107+95.00

EL = 748.75’

VC = 580’

K = 97

-1.9837%

+4.0083%

EL

EV. 740.0

0

ELEV. 749.93

STA. 106+50 - LT

BEGIN DITCH

ELEV. 749.93

STA. 106+50 - RT

BEGIN DITCH (-) 12.41%

(-) 7.42%

(-) 4.44%

EL

EV. 738.5

0

ST

A. 108

+04 -

LT

EN

D

DIT

CH

ELEV. 736.00

STA. 108+20 - RT

END DITCH

ELEV. 736.00

STA. 108+32 - RT

BEGIN DITCH

(+) 6.

60%

(+) 1

0.17

%

(+) 1

1.35

%

(+) 7.

16%

ELEV. 740.33

STA. 109+00 - LT

BEGIN DITCH

ELEV. 749.39

EL

EV. 750.5

0

ELEV. 760.40

STA. 111+50 - LT

END DITCH

ELEV. 756.55

STA. 110+50 - RT

END DITCH

ST

A. 110

+00

STA. 109+50

ST

A. 107

+30

SKEW = 81

BURIED 1’

1 @ 8’ x 7’ RCBC

72" RCP BURIED 1’