FIGURE 9 - 8

[Pages:2]F.A. PROJECT NO. I-85-4 ( 49 ) 174

FIGURE 9 - 8

10''

WING SLOPE FOR 2:1 FILL

CONST. JT.

10''

ROADWAY WIDTH = 50'-0''

1'-3''

ROADWAY FILL SLOPE 2 : 1

-Y10 REV.-

ROADWAY FILL SLOPE 2 : 1 1'-3''

3'' 9'' 10''

1'-0"

GRADE - 0.2 % ELEV. 262.9

BEVEL ON INLET END ONLY SEE BEVELED HEADWALL DETAIL SHEET 2 0F 3.

WING SLOPE FOR 2:1 FILL

CONST. JT.

1'-0''

1 1'-6''

10''

6'-1 1''

14'-0 3/4 ''

28'-2 1/4 ''

56'-4 1/2 '' 14'-1 1/2 ''

14'-1 1/2 ''

28'-2 1/4 ''

14'-0 3/4 ''

10'-0''

10 3/4 ''

12'-0''

54'-4 1/2 '' 12'-0''

52'-7''

12'-0''

12'-0''

10 3/4 ''

6'-1 1''

1 1'-2''

1'-6'' 1'-0" 4'-3''

1'-6'' 1'-0" 4'-3''

2'-6''

2'-6''

1'-0''

3'' WEEP HOLES @ 10'-0'' +/- CTS.

END ELEVATION NORMAL TO SKEW

DRAWN BY : CHECKED BY :

CULVERT SECTION NORMAL TO ROADWAY

LENGTH OF CULVERT= 60'-0''

30'-0''

30'-0''

-Y10 REV.-

12'-0'' 10'-0'' ( TYP.)

1'-0''

14'-0 3/4 '' 14'-0''

28'-2 1/4 '' 14'-1 1/2 '' 14'-0''

1 1/2 ''

56'-4 1/2 ''

28'-2 1/4 ''

14'-1 1/2 ''

14'-0''

1 1/2 ''

1 1/2 ''

14'-0 3/4 '' 14'-0''

12'-0''

3'' WEEP HOLES

1'-0''

( TYP.) 12'-0''

1'-0'' ( TYP.)

12'-0''

12'-0''

ELEV. 263.0|

3'' WEEP HOLES

1'-0''

CAST-IN-PLACE HEADWALL

PRECAST CONCRETE BOX UNIT 90^-00'-00''

STA. 13+55.00 -Y10 REV.-

CULVERT

JT. JT.

28'-2 1/4 ''

56'-4 1/2 ''

RIGHT ANGLE SECTION OF CULVERT PRECAST CONCRETE BOXES

POND

-Y10 REV.( MIDLAND TERRACE )

GUARDRAIL

BM.#889 R.R. SPIKE IN EP 57' LEFT OF STA. 0+271.22 -Y11ELEV. 100.395

WOODS

TO E. GEER ST.

28'-2 1/4 ''

8'' CURTAIN WALL

JT.

CAST-IN-PLACE CURTAIN WALL

CLASS II RIP RAP ( ROADWAY PAY ITEM )

4'-0'' CHL

30'-0''

30'-0'' 90^-00'-00''

QUADRUPLE

GOOSE CREEK

14'-0'' X 12'-0''

PRECAST CULVERT

CULVERT

TO CAMDEN AVE.

PLAN - ROOF SLAB

PLAN - FLOOR SLAB

DATE : DATE :

STA. 13+55.00 -Y10 REV.-

0+600

WOODS

GUARDRAIL

FOR UTILITY INFORMATION SEE UTILITY PLANS AND SPECIAL PROVISIONS.

LOCATION SKETCH

WOODS

45'-0''

45'-0''

-Y10 REV.-

45'-0''

45'-0''

ELEV. 266.0|

ELEV. 263.0|

PROFILE ALONG CULVERT

HYDROGRAPHIC DATA

GRADE POINT ELEV @ STA. 13+55.00 -Y10 REV.-

= 94.132

BED ELEV. @ STA. 13+55.00 -Y10 REV.-

ROADWAY SLOPES

= 88.83 = 2 : 1

DESIGN DISCHARGE FREQUENCY OF DESIGN FLOOD DESIGN HIGH WATER ELEVATION DRAINAGE AREA BASIC DISCHARGE (Q100) BASIC HIGH WATER ELEVATION

= 2900 C.F.S. = 50 yrs. = 92.20 = 6.4 SQ. MILES = 3130 C.F.S. = 92.83

OVERTOPPING FLOOD DATA

OVERTOPPING DISCHARGE FREQUENCY OF OVERTOPPING FLOOD OVERTOPPING FLOOD ELEVATION

= 2000 C.F.S. = 100 yrs. = 92.8

PROJECT NO. EXAMPLE

COUNTY

STATION:

SHEET OF

STATE OF NORTH CAROLINA

DEPARTMENT OF TRANSPORTATION

RALEIGH

PRECAST REINFORCED CONCRETE BOX CULVERT

QUAD. 14 FT. X 12 FT. 90^ SKEW

NO.

BY:

1 2

REVISIONS

DATE:

NO.

BY:

3 4

DATE:

SHEET NO.

TOTAL SHEETS

WING SLOPE FOR 2:1 FILL

CONST. JT.

250

380

ROADWAY WIDTH = 14.600m

ROADWAY FILL SLOPE 2 : 1

-Y10 REV.-

ROADWAY FILL SLOPE 2 : 1 380

70 230 250

305

GRADE - 0.2 % ELEV. 262.9

BEVEL ON INLET END ONLY SEE BEVELED HEADWALL DETAIL SHEET 2 0F 3.

WING SLOPE FOR 2:1 FILL

CONST. JT.

340

3.355m

250

1.755m

F.A. PROJECT NO. I-85-4 ( 49 ) 174

4.329m

8.677m

17.354m 4.348m

4.348m

8.677m

4.329m

450

3.700m

16.744m 3.700m

15.844m

3.700m

3.700m

450

250

1.755m

3.355m

380 380 1.600m

380 380 1.600m

760

760

305

FIGURE 9 - 8 M

76mm WEEP HOLES @ 3.000m +/- CTS.

END ELEVATION NORMAL TO SKEW

CULVERT SECTION NORMAL TO ROADWAY

LENGTH OF CULVERT= 18.288m

9.144m

9.144m

305

4.329m 4.310m

8.677m 38

4.348m 4.310m

17.354m

4.348m 4.310m

38

8.677m 38

4.329m 4.310m

15.000m

15.000m

-Y10 REV.-

15.000m

15.000m

ELEV. 263.0|

ELEV. 266.0|

ELEV. 263.0|

PROFILE ALONG CULVERT

-Y10 REV.PRECAST CONCRETE BOX UNIT

CAST-IN-PLACE HEADWALL

STA. 0+609.00 -Y10 REV.-

90^-00'-00'' CULVERT

200mm CURTAIN WALL

JT.

JT.

JT. CAST-IN-PLACE CURTAIN WALL

CAST-IN-PLACE WINGS

CAST-IN-PLACE WINGS

8.677m

8.677m

17.354m

3.610m 3.000m ( TYP.)

305

3.700m

76mm WEEP HOLES

305

( TYP.) 3.700m

305 ( TYP.)

3.700m

3.700m

76mm WEEP HOLES

RIGHT ANGLE SECTION OF CULVERT PRECAST CONCRETE BOXES

POND

-Y10 REV.( MIDLAND TERRACE )

WOODS

BM.#889 R.R. SPIKE IN EP 3.35m LEFT OF STA. 0+271.22 -Y1 1ELEV. 100.395

HYDROGRAPHIC DATA

GRADE POINT ELEV @ STA. 0+609.000 -Y10 REV.-

= 94.132

BED ELEV. @ STA. 0+609.000 -Y10 REV.-

= 88.83

ROADWAY SLOPES DESIGN DISCHARGE FREQUENCY OF DESIGN FLOOD DESIGN HIGH WATER ELEVATION DRAINAGE AREA BASIC DISCHARGE (Q100) BASIC HIGH WATER ELEVATION

= 2 : 1 = 72 m3/s. = 50 yrs. = 92.20 = 12.15 sq. Km = 88 m3/s. = 92.83

OVERTOPPING FLOOD DATA

qqq

TO E. GEER ST.

{

qqq q

GUARDRAIL

OVERTOPPING DISCHARGE FREQUENCY OF OVERTOPPING FLOOD OVERTOPPING FLOOD ELEVATION

= 88 m3/s. = 100 yrs. = 92.8

CLASS I I RIP RAP ( ROADWAY PAY ITEM )

1200 CHL

9.144m

9.144m 90^-00'-00''

QUADRUPLE

GOOSE CREEK

3.700m X 3.000m

PRECAST CULVERT

PROJECT NO. EXAMPLE

COUNTY STATION:

qq

0+600

CULVERT

METRIC

SHEET 1 OF 3

STATE OF NORTH CAROLINA

DEPARTMENT OF TRANSPORTATION

RALEIGH

q q

qqq

q qqq

{

qq

TO CAMDEN AVE.

q qq

PLAN - ROOF SLAB

PLAN - FLOOR SLAB

DRAWN BY : CHECKED BY :

DATE : DATE :

STA. 0+609.000 -Y10 REV.-

WOODS

GUARDRAIL

FOR UTILITY INFORMATION SEE UTILITY PLANS AND SPECIAL PROVISIONS.

LOCATION SKETCH

WOODS

PRECAST REINFORCED CONCRETE BOX CULVERT QUAD. 3.700m X 3.000m

90^ SKEW

NO.

BY:

1 2

REVISIONS

DATE:

NO.

BY:

3 4

DATE:

SHEET NO.

TOTAL SHEETS

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