Attach_3_Drawing_Sheets_-_Courthouse_Creek_Bridge.pdf

UNITED STATES DEPARTMENT OF AGRICULTURE

FOREST SERVICE

PISGAH NATIONAL FOREST

NATIONAL FOREST IN NORTH CAROLINA

PISGAH RANGER DISTRICT

NATIONAL FOREST SYSTEM ROAD (NFSR) #140-1.5

BRIDGE OVER COURTHOUSE CREEK

D E P

A

RTMEN OFT AGRICULT

U

R E

LOCATION

PROJECT

Y T

N U

O C

A I

N A

V L

Y S

N A

R T

Y T

N U

O C

N O

S K

C A J

USFS 140

NO SCALE

VICINITY MAP

CORP. LICENSE NO.: C-0275

PH (704) 476-0003

SHELBY, NC 28150

804-C N. LAFAYETTE ST

TGS ENGINEERS

MAY 21, 2015

INDEX OF SHEETS

SHEET NO. DESCRIPTION

DATE

DESIGNED BY:

XX/XX/XX

NF IN NC FOREST ENGINEER

DATE

XX/XX/XX

PISGAH RANGER DISTRICT

NF IN NC FOREST SUPERVISOR DATE

XX/XX/XX

DATE

XX/XX/XX

TGS ENGINEERS

APPROVED BY: REGIONAL ENGINEER, R-8

9 THRU 30

7 AND 8

5 AND 6

30 TOTAL SHEETS

STRUCTURE PLANS

TRAFFIC MANAGEMENT PLAN

EROSION CONTROL PLAN

CROSS-SECTIONS

PLAN AND PROFILE, TYPICAL SECTIONS

CONVENTIONAL SYMBOLS

TITLE

CORP. LICENSE NO.: C-0275

PH (704) 476-0003

SHELBY, NC 28150

804-C N. LAFAYETTE ST

TGS ENGINEERS

ENGINEERS

TGS

Existing Edge of Pavement

Existing Curb

Proposed Slope Stakes Cut

Proposed Slope Stakes Fill

Existing Metal Guardrail

Existing Cable Guiderail

Proposed Guardrail

Equality Symbol

Pavement Removal

C

F

HYDROLOGY:

Stream or Body of Water

Hydro, Pool or Reservoir

Flow Arrow

Disappearing Stream

Spring z v

W

K Proposed Lateral, Tail, Head Ditch

False Sump

Proposed Cable Guiderail

MAJOR:

Bridge, Tunnel or Box Culvert

Bridge Wing Wall, Head Wall and End Wall

MINOR:

Head and End Wall

Pipe Culvert

Footbridge

Paved Ditch Gutter

ROADS AND RELATED FEATURES:

CONC

CONC WW

v v

Drainage Box: Catch Basin, DI or JB

Storm Sewer

Storm Sewer Manhole m

BOUNDARIES AND PROPERTY:

State Line

County Line

Township Line

City Line

Reservation Line

Property Line

Existing Iron Pin

Property Corner

Property Monument

Existing Fence Line

Proposed Woven Wire Fence

Proposed Chain Link Fence

Proposed Barbed Wire Fence g

F

Existing Wetland Boundary

Proposed Wetland Boundary

Existing Endangered Animal Boundary

Existing Endangered Plant Boundary

VEGETATION:

Single Tree

Y

Vineyard

Single Shrub

Hedge

Woods Line

Orchard

Vineyard

FLOW

WLB

EIP

B

ECM

CONC HW

CB

EXISTING STRUCTURES:

Parcel / Sequence Number

Note: Not to Scale

WLB

EAB

EPB

S

Jurisdictional Stream JS

Buffer Zone 1

Buffer Zone 2

BZ 1

BZ 2

Wetland

CRProposed Curb Ramp

CONVENTIONAL PLAN SHEET SYMBOLS

Known Soil Contamination: Area or Site

Potential Soil Contamination: Area or Site

U.S.D.A. FOREST SERVICE

PISGAH RANGER DISTRICT

PISGAH NATIONAL FORESTS

NATIONAL FORESTS IN NC 2

REGION 8

CONVENTIONAL SYMBOLS

11 12 13 1514

1,015

1,011

1,007

1,003

1,019

CL

Exist. Ground

Exist. Ground

TYPICAL SECTION NO. 1

ROADWAY SECTION

12’-0"

FT/FT

0.04

FT/FT

0.08

0.02 FT/FT

XSC

VAR. SEE

XSC

VAR. SEE

18’-0" OUT TO OUT

6 - 21" CORED SLAB UNITS = 18’

0.02 FT/FT

"2 13"2

13 "2 18’-8 "2

18’-8

TO TOP G/R POST

" TOP BRIDGE DECK2

11’-5

TO TOP G/R POST

" TOP BRIDGE DECK2

11’-5

TYPICAL SECTION NO. 2

BRIDGE SECTION

TRANSYLVANIA COUNTY

COURTHOUSE CREEK RD

TO NC 215

TO END OF ROAD

GRADE

POINT

OVERTOPPING ELEVATION

FT

= 1600

= 25

= 1000.4

= 2200

= 100

= 1001.25

= 3000

= 500 +

= 1007.1*

DESIGN DISCHARGE

DESIGN FREQUENCY

BASE DISCHARGE

CFS

YRS

YRS

BASE FREQUENCY

OVERTOPPING FREQUENCY

OVERTOPPING DISCHARGE CFS

CFS

YRS

FT

FT

DESIGN HW ELEVATION

BASE HW ELEVATION

BRIDGE HYDRAULIC DATA

MAGNETIC

NORTH JU

NE, 2

1,015

1,011

1,007

1,003

1,019

1,015

1,019

1,011

1,007

1,003

U.S.D.A. FOREST SERVICE

REGION 8

PISGAH RANGER DISTRICT

PISGAH NATIONAL FORESTS

NATIONAL FORESTS IN NC 3

ENGINEERS

TGS

CORP. LICENSE NO.: C-0275

PH (704) 476-0003

SHELBY, NC 28150

804-C N. LAFAYETTE ST

TGS ENGINEERS

SHEET

TYPICAL SECTIONS

PLAN, PROFILE, &

12 13 14 15 16

*TYPICAL SECTIONS NOT TO SCALE

2:1 M

AX.

2:1 MAX.

-L- STA. 12+99.20 TO -L- STA. 13+46.80

-L- STA. 13+46.80 TO -L- STA. 14+15.00

-L- STA. 12+30.00 TO -L- STA. 12+99.20

8"

8" ABC

COURTHOUSE CREEK

TREE 8"

TREE 10"

TREE 10"

TREE 8"

TREE 8"

(+)2.72 00%

RESURFAC.

MIN. WIDEN. AND

E L E

V

1, .5

L

S T

A

.0

B E

G

IN

R

A D

E

A

.0

RESURFAC.

MIN. WIDEN. AND

E L E

V

1, .9

A

.0

E N

D

A D

E

A

.0

PROP 100 YR=1001.25

PROP 25 YR=1000.37

ON 7-9-2014=995.1

NWSE AND WSE

APPROX EL AT CL=996.0

EXCAVATE TO NG

APPROX EL AT CL=995.3

EXCAVATE TO NG

LOW STEEL

LOW SIDE

TO BE REMOVED

EXISTING BRIDGE

PI Sta 12+04.13

D

L = 40.94’

T = 20.76’

R = 100.00’

PI Sta 12+87.55

D

L = 18.96’

T = 9.53’

R = 75.00’

PI Sta 13+59.68

D

L = 23.73’

T = 12.53’

R = 30.00’

PI Sta 15+23.00

D

L = 74.45’

T = 37.36’

R = 350.00’

PC Sta. 14+85.64

PT Sta. 15+60.08

POT Sta. 15+99.87

PT Sta. 12+96.98

PC Sta. 12+78.02

PT Sta. 12+24.31

PC Sta. 11+83.37

PT Sta. 13+70.89

PC Sta. 13+47.15

PROP. GRAVEL PULL OFF

-L- STA 12+30.00

BEGIN PROJECT

-L- STA 14+15.00

END PROJECT

TES

TES

TES

TES

-L- STA. 12+99.20

BEGIN BRIDGE

-L- STA. 13+46.80

END BRIDGE

POSTS AND NO WIDENING FOR GUARDRAIL.

USE EXTRA DEPTH GUARDRAILNOTE:

AND WEATHERING STEEL GUARDRAIL.

COATING FOR ALL BRIDGE RAIL COMPONENTS

PROVIDE SPECIAL DARK BRONZE ANODIZED NOTE:

F

F

F

F

F

F

F

C

F

12+30.00

12+60.00

12+90.00

-L-

13+20.00

13+50.00

13+85.00

14+15.00

-L-

ENGINEERS

TGS

CORP. LICENSE NO.: C-0275

PH (704) 476-0003

SHELBY, NC 28150

804-C N. LAFAYETTE ST

TGS ENGINEERS

U.S.D.A. FOREST SERVICE

REGION 8

PISGAH RANGER DISTRICT

PISGAH NATIONAL FORESTS

NATIONAL FORESTS IN NC

CROSS SECTIONS 4

0 5 10

75 70 6065 55 50 45 40 35 30 25 20 15 10 05 5 10 15 20 25 30 35 40 35 30 25 20 15 10 5 0 5 10 15 20 25 3530 40 45 50 55 60 65 70 75

75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75

1005 1005

AND NO WIDENING FOR GUARDRAIL.

NOTE: USE EXTRA DEPTH GUARDRAIL POSTS

12+30.00

12+60.00

12+90.00

-L-

13+20.00

13+50.00

13+85.00

14+15.00

-L-

75 70 6065 55 50 45 40 35 30 25 20 15 10 05 5 10 15 20 25 30 35 40 35 30 25 20 15 10 5 0 5 10 15 20 25 3530 40 45 50 55 60 65 70 75

75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75

1005 1005

AND NO WIDENING FOR GUARDRAIL.

NOTE: USE EXTRA DEPTH GUARDRAIL POSTS

1002.81

0.0200.020 2:

S.S. 1004.01

PROP. 3’ TURF SHOULDER

2:1

S.S. 1004.08

1004.28

TURF SHOULDER

PROP. 1’

0.0200.020

S.S. 1005.06

PROP. WW

4.72’

1005.14

TURF SHOULDER

PROP. 1’

0.0200.020

993.52

0.020 0.020 2:

S.S. 1005.44

PROP. 3’ TURF SHOULDER

1006.49

0.0200.020 S.S. 1007.19

S.S. 1006.84

PULL OFF

PROP. GRAVEL

1007.67

TURF SHOULDER

PROP. 3’

1009.04

PI Sta 12+04.13

L = 40.94’

T = 20.76’

R = 100.00’

PI Sta 12+87.55

D

L = 18.96’

T = 9.53’

R = 75.00’

PI Sta 13+59.68

D

L = 23.73’

T = 12.53’

R = 30.00’

PI Sta 15+23.00

D

L = 74.45’

T = 37.36’

R = 350.00’

PC Sta. 14+85.64

PT Sta. 15+60.08

POT Sta. 15+99.87

PT Sta. 12+96.98

PC Sta. 12+78.02

PT Sta. 12+24.31

PC Sta. 11+83.37

PT Sta. 13+70.89

PC Sta. 13+47.15

PROP. GRAVEL PULL OFF

-L- STA 12+30.00

BEGIN PROJECT

-L- STA 14+15.00

END PROJECT

TES

TES

TES

TES

-L- STA. 12+99.20

BEGIN BRIDGE

-L- STA. 13+46.80

END BRIDGE

POSTS AND NO WIDENING FOR GUARDRAIL.

USE EXTRA DEPTH GUARDRAILNOTE:

AND WEATHERING STEEL GUARDRAIL.

COATING FOR ALL BRIDGE RAIL COMPONENTS

PROVIDE SPECIAL DARK BRONZE ANODIZED NOTE:

EROSION AND SEDIMENT CONTROL MEASURES

Temporary Silt Ditch

Temporary Silt Fence

Silt Basin Type B

Stilling Basin

TDTemporary Diversion

Temporary Rock Silt Check Type-B

Temporary Rock Silt Check Type-A

Temporary Rock Sediment Dam Type-A Temporary Rock Sediment Dam Type-B

Type A

Type B

Type C

A

B

C

Temporary Silt Fence

TSD

Description Symbol

Temporary Berms and Slope Drains

Rock Inlet Sediment Trap:

Rock Pipe Inlet Sediment Trap Type-A Rock Pipe Inlet Sediment Trap Type-B

Special Sediment Control Fence

Skimmer Basin

Tiered Skimmer Basin

Infiltration Basin

Special Stilling Basin

Temporary Rock Silt Check Type-A with Matting and Polyacrylamide (PAM)

Wattle/Coir Fiber Wattle

Wattle/Coir Fiber Wattle with Polyacrylamide (PAM)

NATURAL RESOURCES DIVISION OF WATER QUALITY.

ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND

NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 3, 2011

WITH THE REGULATIONS SET FORTH BY THE

THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY

EW

CFW

INSTALLED DURING CLEARING AND GRUBBING PHASE.

PERIMETER EROSION CONTROL MEASURES SHALL BE

NOTE:

SITE DESCRIPTION

SOIL STABILIZATION TIMEFRAMES

STABILIZATION TIME

7 DAYS

TIMEFRAME EXCEPTIONS

PERIMETER DIKES, SWALES, DITCHES AND SLOPES

HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE

SLOPES STEEPER THAN 3:1 7 DAYS

IF SLOPES ARE 10’ OR LESS IN LENGTH AND ARE

NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.

NONE

SLOPES 3:1 OR FLATTER 14 DAYS

14 DAYS

7 DAYS FOR SLOPES GREATER THAN 50’ IN

LENGTH.

ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 NONE, EXCEPT FOR PERIMETERS AND HQW ZONES.

BUFFER ZONE

TROUT STREAM

HIGH QUALITY WATER TROUT STREAM.

COURTHOUSE CREEK IS CLASSIFIED AS A

NOTE:

REGION 8

PISGAH RANGER DISTRICT

PISGAH NATIONAL FORESTS

NATIONAL FORESTS IN NC 5

ENGINEERS

TGS

CORP. LICENSE NO.: C-0275

PH (704) 476-0003

SHELBY, NC 28150

804-C N. LAFAYETTE ST

TGS ENGINEERS

EROSION CONTROL PLAN

COURTHOUSE CREEK

F

F

F

F

F

F

F

PISGAH RANGER DISTRICT

PISGAH NATIONAL FORESTS

NATIONAL FORESTS IN NC 6

ENGINEERS

TGS

CORP. LICENSE NO.: C-0275

PH (704) 476-0003

SHELBY, NC 28150

804-C N. LAFAYETTE ST

TGS ENGINEERS

MATTING INSTRUCTION

ENTRANCE

GRAVEL CONSTRUCTION

AND SLOPE DRAIN

GUIDE FOR TEMPOARY BERMS

CROSSING

TEMPORARY STREAM

TEMPORARY SILT FENCE

DETAILS

EROSION CONTROL PLAN

LEGEND

TRAFFIC CONTROL DEVICES

DRUM

BARRICADE (TYPE III)

NORTH ARROW

GENERAL

EXIST. PVMT.

PROPOSED PVMT.

WORK AREA

ROAD

CLOSED

R11-2

48’’ x 30’’

TYPE III BARRICADE

VICINITY MAP

IN

D

IA

E E K

C O

U R T H

O U

S E

C

R E E K

NC-215

NC-215

C O

U R

TH

O U

SE

C R E E K

R D

1 2 3

PROJECT LOCATION

TO NC-215

COURTHOUSE CREEK

TO END OF ROAD

PISGAH RANGER DISTRICT

PISGAH NATIONAL FORESTS

NATIONAL FORESTS IN NC 7

ENGINEERS

TGS

CORP. LICENSE NO.: C-0275

PH (704) 476-0003

SHELBY, NC 28150

804-C N. LAFAYETTE ST

TGS ENGINEERS

60’’ x 30’’

ROAD CLOSED

THRU TRAFFIC

TO

TYPE III BARRICADE

R11-4R11-3

60’’ x 30’’

LOCAL TRAFFIC ONLY

ROAD CLOSED

TYPE III BARRICADE

3 MILES AHEAD

TRANSPORTAYION MANAGEMENT PLAN

TRANSYLVANIA COUNTY

FOREST SERVICE

UNITED STATES DEPARTMENT OF AGRICULTURE

TRAFFIC MANAGEMENT PLAN

ATTACHED, OF SUFFICIENT LENGTH TO CLOSE ENTIRE ROADWAY.

F) PLACE TYPE III BARRICADES, WITH "ROAD CLOSED" SIGN R11-2

TRAFFIC CONTROL DEVICES

ANY TRAFFIC PATTERN.

E) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING

TO CLOSE THE ROAD WHEN ROAD CLOSURE IS NOT IN OPERATION.

D) COVER OR REMOVE ALL SIGNS AND DEVICES REQUIRED

CONTROL PLANS.

ACCORDING TO THE ROADWAY STANDARD DRAWINGS AND TRAFFIC

C) PROVIDE SIGNING AND DEVICES REQUIRED TO CLOSE THE ROAD

B) PROVIDE PERMANENT SIGNING.

SIGNING

TO ANY TRAFFIC PATTERN ALTERATION.

A) NOTIFY THE ENGINEER TWENTY ONE (21) CALENDAR DAYS PRIOR

TRAFFIC PATTERN ALTERATIONS

NOTED IN THE PLAN OR DIRECTED BY THE ENGINEER.

DURATION OF THE CONSTRUCTION PROJECT EXCEPT WHEN OTHERWISE

THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE

DEVICES AS DIRECTED BY THE ENGINEER.

MAY INCLUDE: MOVING, SUPPLEMENTING, COVERING, OR REMOVAL OF

DUPLICATE OR UNDESIRED OVERLAPPING OF DEVICES. MODIFICATION

NOT ATTAINABLE TO MEET FIELD CONDITIONS OR RESULT IN

DETAIL DRAWINGS, STANDARD DETAILS, AND ROADWAY DETAILS ARE

CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE

GENERAL NOTES

STRATEGIES

MANAGEMENT

CLOSED TO THROUGH TRAFFIC.

DURING CONSTRUCTION OF PROPOSED STRUCTURE, NFSR 140 WILL BE

PISGAH RANGER DISTRICT

PISGAH NATIONAL FORESTS

NATIONAL FORESTS IN NC 8

ENGINEERS

TGS

CORP. LICENSE NO.: C-0275

PH (704) 476-0003

SHELBY, NC 28150

804-C N. LAFAYETTE ST

TGS ENGINEERS

TEMPORARY ROAD CLOSURES

BARRICADES (TYPE III)DRUMS

DETAILS

TRAFFIC MANAGEMENT PLAN

PRELIMINARY PLANS

DO NOT USE FOR CONSTRUCTION

C O

U R

T H

O U S

E C

R E

E K

(+)2.7200%

13+00 13+50 14+0012+50

STA. 13+23.00-L-

{ BRIDGE

EL. 1007.92

STA. 13+85.00-L-

END GRADE

EL. 1004.52

STA. 12+60.00-L-

BEGIN GRADE

G.P. EL. 1005.59

FILL FACE @ END BENT 1

STA. 12+99.20-L-

G.P. EL. 1006.88

FILL FACE @ END BENT 2

STA. 13+46.80-L-

EL. 995.12

ON 7-9-2014

NWSE AND WSE

APPROX. NATURAL GROUND

SPAN A

PC

STA.

12+ .02

-L

P T

S T

A

.9 L

P C

S T

A

.1 L

P T

S T

A

.8 L

PLAN

OVERTOPPING FLOOD DATA:

OVERTOPPING FLOOD ELEVATION

FREQUENCY OF OVERTOPPING FLOOD

OVERTOPPING DISCHARGE

HYDRAULIC DATA:

BASE HIGH WATER ELEVATION

FREQUENCY OF BASE DISCHARGE

BASE DISCHARGE

DRAINAGE AREA

DESIGN HIGH WATER ELEVATION

FREQUENCY OF DESIGN FLOOD

DESIGN DISCHARGE

1001.25'

100 YRS.

2200 CFS

6.64 SQ. MI.

1000.4'

25 YRS.

1600 CFS

1007.1'

+500 YRS.

+3000 CFS

W.P. #1

W.P. #2

FILL FACE @ END BENT 1

STA. 12+99.20-L-

FILL FACE @ END BENT 2

STA. 13+46.80-L-

GENERAL DRAWING

BETWEEN NC 215 AND END OF ROAD

OVER COURTHOUSE CREEK

FOR BRIDGE ON RD 140

TO NC 215

T O

E N D

O F

R O

A D

SECTION ALONG -L-

47'-7‰" = LENGTH OF BRIDGE

BEGIN APPROACH SLAB

STA. 12+87.86-L-

STA. 13+59.62-L-

END APPROACH SLAB

60°00'00" (TYP.)

HORIZ. CURVE DATA

D

HORIZ. CURVE DATA

F L

O W

PI Sta 12+87.55

= 14° 29' 08.5" (LT)

D = 76° 23' 39.7"

L = 18.96'

T = 9.53'

R = 75.00'

SE = 0.02

PI Sta 13+59.68

= 45° 19' 32.9" (RT.)

D = 190° 59' 09.4"

L = 23.73'

T = 12.53'

R = 30.00'

SE = 0.02

EL. 996.0'

GROUND @

APPROX. NATURAL

EXCAVATE TO

EL. 995.3'

GROUND @

APPROX. NATURAL

EXCAVATE TO

SCALE: „" = 1'-0"

U.S.D.A. FOREST SERVICE

REGION 8

PISGAH RANGER DISTRICT

PISGAH NATIONAL FORESTS

NATIONAL FORESTS IN NC

CORP. LICENSE NO.: C-0275

PH (828) 437-4681

MORGANTON, NC 28655

107-A MICA AVENUE

TGS ENGINEERS 9

SCALE: „" = 1'-0"

ARE AT RIGHT ANGLES.

SECTIONS AT ABUTMENTS

NOTE:

(Q100)

EL. 1001.25'

(Q500)

EL. 1007.1'

(Q25)

EL. 1000.4'

EL. 1003.52'

LOW CHORD

GROUND (TYP.)

VOIDS AND TIE TO NATURAL

CLASS 5 RIP RAP TO FILL

GROUND) (TYP.)

(TIE TO NATURAL

SLOPE AT WINGS

CUT OR FILL

8"

8"

8"

10"

NOTES

ASSUMED LIVE LOAD = HL-93 OR ALTERNATE LOADING.

FOR EROSION CONTROL MEASURES, SEE EROSION CONTROL PLANS.

THIS BRIDGE IS LOCATED IN SEISMIC ZONE 1.

SPECIFICATIONS.

THIS BRIDGE HAS BEEN DESIGNED IN ACCORDANCE WITH THE AASHTO LRFD BRIDGE DESIGN

BRIDGE", MAY, 2001.

THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH HEC 18, "EVALUATING SCOUR AT

PC STA. 12+78.02

PT STA. 13+70.89

PC STA. 13+47.15

-L- STA 14+15.00

END PROJECT

PT Sta. 12+96.98

-L- STA 12+30.00

BEGIN PROJECT

C R

E E

K C

O U

R T

H O

U S

E

STA. 13+23-L-

{ BRIDGE

BENCH MARK: WCLS TP #1 - REBAR W/ID CAP HORIZONTAL AND VERTICAL DATUMS ASSUMED ELEV. = 1000

LOCATION SKETCH

TO NC 215

T O

E N D

O F

R O

A D

TOTAL BILL OF MATERIAL

ITEM

SUPERSTRUCTURE

TOTALS

LUMP SUM

LUMP SUM

STRUCTURE

EXISTING

REMOVAL OF

-L- STA. 12+99.20

BEGIN BRIDGE

-L- STA. 13+46.80

END BRIDGE

OF THE STRUCTURE.

ELEVATIONS ARE USED TO MONITOR POSSIBLE SCOUR PROBLEMS DURING THE LIFE

THE SCOUR CRITICAL ELEVATION IS THE BOTTOM OF THE FOOTING. SCOUR CRITICAL

ON THE PLANS.

KEY SPREAD FOOTINGS AT LEAST 12" INTO ROCK WITH MINIMUM THICKNESS AS SHOWN

REVISED PER RAY'S MARK-UPS NMW 4/15

CONCRETE.

FIELD CONDITIONS FOR THE REQUIRED RESISTANCE OF 16 TSF JUST BEFORE PLACING

THE SPREAD FOOTINGS ARE DESIGNED FOR A FACTORED RESISTANCE OF 7 TSF. CHECK

ABUTMENT 1

ABUTMENT 2

SCALE: 1" = 15'

U.S.D.A. FOREST SERVICE

REGION 8

PISGAH RANGER DISTRICT

PISGAH NATIONAL FORESTS

NATIONAL FORESTS IN NC

CORP. LICENSE NO.: C-0275

PH (828) 437-4681

MORGANTON, NC 28655

107-A MICA AVENUE

TGS ENGINEERS

LOCATION SKETCH

PROJECTS, FP-03" AS PUBLISHED BY THE USDOT FEDERAL HIGHWAY ADMINISTRATION.

"STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY

STANDARD SPECIFICATIONS AS REFERENCED WITHIN THESE STRUCTURE PLANS REFER TO THE

AS FOUND NECESSARY DURING THE LIFE OF THE PROJECT.

CONSTRUCTION OF THE PROPOSED BRIDGE, A LOAD LIMIT MAY BE POSTED AND MAY BE REDUCED

LOAD LIMIT. SHOULD THE STRUCTURAL INTEGRITY OF THE BRIDGE DETERIORATE DURING

CONCRETE ABUTMENTS SHALL BE REMOVED. THE EXISTING BRIDGE IS PRESENTLY POSTED FOR

THE EXISTING STRUCTURE CONSISTING OF 1 SPAN TIMBER DECK ON STEEL I-BEAM, ON VERTICAL

IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS.

INTO WATER, THE CONTRACTOR SHALL REMOVE THE BRIDGE AND SUBMIT PLANS FOR DEMOLITION

REMOVAL OF THE EXISTING BRIDGE SHALL BE PERFORMED SO AS NOT TO ALLOW DEBRIS TO FALL

BRIDGE SUBSTRUCTURE SHOWN ON THE PLANS AND THE ACTUAL CONDITIONS AT THE PROJECT SITE.

ANY DELAYS OR ADDITIONAL COST INCURRED BASED ON DIFFERENCES BETWEEN THE EXISTING

CONTRACTOR, THE CONTRACTOR SHALL HAVE NO CLAIM WHATSOEVER AGAINST THE OWNER FOR

INFORMATION AVAILABLE. SINCE THIS INFORMATION IS SHOWN FOR THE CONVENIENCE OF THE

THE SUBSTRUCTURE OF THE EXISTING BRIDGE INDICATED ON THE PLANS IS FROM THE BEST

MATERIALS:

CONCRETE

ABUTMENTS:

MIN. 28 DAY COMPRESSIVE STRENGTH = 3000 PSI.

CLASS "A"

MIN. 28 DAY COMPRESSIVE STRENGTH = 4500 PSI.

CLASS "AA"APPROACH SLABS & CURBS:

CORED SLABS:

REINFORCING STEEL

PRESTRESSING STRANDS:

REINFORCING BARS: DEFORMED GRADE 60, ASSHTO M31.

STEEL STRAND, GRADE 270, AASHTO M203.

0.6" ~ LOW-RELAXATION STRANDS, UNCOATED SEVEN WIRE

f'ci = 4000 PSI (MIN. COMPRESSIVE STRENGTH AT RELEASE).

f'c = 6500 PSI (MIN. 28 DAY COMPRESSIVE STRENGTH).

APPROACH SLAB

ITEM

SUPERSTRUCTURE

TOTALS

ABUTMENT 1

ABUTMENT 2

APPROACH SLAB

BLASTING

ROCK

C.Y.

GEOTEXTILES

EARTHWORK

S.Y.

(#78M STONE)

BACKFILL

APPROACH

RIP RAP

CLASS 5

TONS

TOTAL BILL OF MATERIAL

C.Y.

63.5

67.8

131.3

(CLASS A)

CONCRETE

STRUCTURAL

C.Y.

21.7

2.8

(CLASS AA)

CONCRETE

STRUCTURAL

& BACKFILL

EXCAVATION

STRUCTURE

LUMP SUM

NO. LIN. FT.

CORED SLABS

CONCRETE

PRESTRESSED

3'-0" x 1'-9"

LBS.

9,108

10,109

20,955

LBS.

1,497

(UNCOATED)

STEEL

REINFORCING

COATED)

(EPOXY

STEEL

REINFORCING

RAIL

BRIDGE

LIN. FT.

PROOFING

DAMP

SQ. FEET LUMP SUM

LUMP SUM

DEVICES

BEARINGS

160 24.5

TONS

1,738 1,296

LUMP SUM

SLAB HAS BEEN CONSTRUCTED AND ACHIEVED ADEQUATE STRENGTH.

ON APPROACH FILL BETWEEN WINGWALLS AND BEHIND ABUTMENTS UNTIL THE APPROACH

NO VEHICULAR LOADING OR HEAVY CONSTRUCTION EQUIPMENT LOADING SHALL BE PLACED

THE CONTRACT BID ITEM FOR STRUCTURE EXCAVATION AND BACKFILL.

THE MATERIAL SHOWN IN THE CROSS-HATCHED AREA IN SHEET 9 SHALL BE INCLUDED AS PART OF

8"

10"

8"

8"

GRADE PT.

FINAL TENSIONING OF TRANSVERSE STRANDS

ALL ERECTION HAS BEEN COMPLETED AND AFTER

SHEAR KEYS TO BE FILLED WITH GROUT AFTER

0.02

(T Y

P

0.02

-L-

IN 2•" ~ HOLE

POST-TENSIONING STRAND

0.6" ~ L.R. TRANSVERSE

3'-0"

HALF SECTION

AT INTERMEDIATE DIAPHRAGMS

HALF SECTION

THROUGH VOIDS

DEBONDING LEGEND

3''

3''

#4 S2

'' 1

3'' 3''

10'' 1'-4'' 10''

3'-0''

12'' • VOIDS

SEE STANDARD SPECIFICATIONS, ARTICLE 1078-7.

DISTANCE OF 2'-0" FROM END OF CORED SLAB UNIT.

BOND SHALL BE BROKEN ON THESE STRANDS FOR A

3'' 4''4'' 3''11'' 11''

#4 S2

10'' 1'-4''

1'-6''

3'-0''

1'-6''

10''

12'' • VOIDS

3'' 3''

@ 2" CTS.

2 SPA.

@ 2" CTS.

2 SPA.

7'' 7''

@ 2" CTS.

4 SPA.

FIXED END

SPECIFICATIONS, ARTICLE 1078-7.

AT NO ADDITIONAL COST. SEE STANDARD

BE DEBONDED FOR THE FULL LENGTH OF THE UNIT

IN THE CORED SLAB UNIT, THE STRANDS SHALL

FABRICATOR CHOOSES TO INCLUDE THESE STRANDS

THESE STRANDS ARE NOT REQUIRED. IF THE

OPTIONAL FULL LENGTH DEBONDED STRANDS.

SHEETS FOR DETAILS

SEE ``END BENT''

& #6 DOWELS

À BEARING

PREVENT BOND.

ROOFING FELT TO

2 LAYERS OF 30 LB.

2•'' • DOWEL HOLE

SHEET FOR DETAILS

APPROACH SLAB''

SEE ``BRIDGE

BEARING PAD

ELASTOMERIC

" 2

TYPICAL SECTION

VOIDS

12" ~

6"

1'-1•"

1•" ~ BACKER ROD

INTERIOR SLAB SECTION.)

(FOR PRESTRESSED STRAND LAYOUT, SEE

EXT. SLAB SECTION(13 STRANDS REQUIRED)

RELAXATION STRAND LAYOUT

0.6'' • LOW

18'-0"

16'-0" (CLEAR ROADWAY) 1'-0"1'-0"

8'-0"8'-0"

(TYP.)

GUARDRAIL & METAL POST

9'-0" 9'-0"

6 PRESTRESSED CONCRETE CORED SLAB UNITS = 18'-0"

(45' UNIT)

INTERIOR SLAB SECTION

END ELEVATION

SHEAR KEY DETAIL

OF EXTERIOR CORED SLABS.

NOTE: OMIT SHEAR KEY ON OUTSIDE FACE

UNIT SIMILAR EXCEPT SHEAR KEY LOCATION.

INTERIOR SLAB UNIT SHOWN-EXTERIOR SLAB

(STRAND LAYOUT NOT SHOWN.)

AND LOCATION OF DOWEL HOLES.

SHOWING PLACEMENT OF DOUBLE STIRRUPS

C

L . 1 C

L

#5 S1

#5 S1

#5 S1

#5 S1

3'-0"

1'-6" 1'-6"

8•" 9•" 9•" 8•"

1'-2" 4" 4" 1'-2"

3"3" ƒ" ƒ

DOWEL HOLES

À 2•" •

#5 S3

#4 B5

#4 B5

#4 B5

1'-0"

1"

2•" CL.

1•" CL.

CONST. JT.

PERMITTED

(2 PER POST)

GUARDRAIL POSTS

INSERTS FOR

{ ƒ" ~ THREADED

#5 S3

#5 B12

CURB DETAIL

11"

(THIS SHEET)

SEE CURB DETAIL

P R

O J

GUARDRAIL POSTS

INSERTS FOR

{ ƒ" ~ THREADED

SCALE: ‡" = 1'-0"

U.S.D.A. FOREST SERVICE

REGION 8

PISGAH RANGER DISTRICT

PISGAH NATIONAL FORESTS

NATIONAL FORESTS IN NC

CORP. LICENSE NO.: C-0275

PH (828) 437-4681

MORGANTON, NC 28655

107-A MICA AVENUE

TGS ENGINEERS 11

SUPERSTRUCTURE DETAILS

SECTION AT ABUTMENT

SCALE: ‡" = 1'-0"

SCALE: ‡" = 1'-0"

SCALE: ‡" = 1'-0"

SCALE: ‹" = 1'-0"

NO SCALENO SCALE

NOT TO SCALE

POST-TENSIONED STRAND OF CORED SLABS

GROUTED RECESS AT END OF

STRAND VISE

TRANSVERSE STRAND

HOLE FOR

B B

4''

EXTERIOR CORED SLAB

OUTSIDE FACE OF

‚''WITH GROUT

FILL RECESS

†'' X 5'' X 5'' }

5‚''

NON-CORROSIVE PIPE.

SHEATHED WITH A

POST-TENSIONING STRAND

À 0.6" • L.R. TRANSVERSE

1'-3"

1'-7"

ELEVATION VIEW SECTION B-B

NOT TO SCALE

PLAN OF UNIT

-L-

#4 ``S'' PAIRS (SPACED AS SHOWN IN DETAIL ``A'') (TYP. EA. UNIT)

(TYP. EA. SLAB UNIT)

12'' ~ VOIDS

(TYP.)

60°-00'-00''

GUTTERLINE

1'-3"

4"

1'-3"

4"

1'-3"

4"

1'-3"

4"

(2 BAR RUNS)

#4 B5 (TYP.)

3'-0"

3'-11"

45'-0"

IN 2•'' ~ HOLE (TYP.)

POST-TENSIONING STRAND

{ 0.6'' ~ L.R. TRANSVERSE

6"

DETAIL ``A''

2-#5 S1

#5 S3

VOIDS

12" •

DOWEL HOLES

À 2•" • ƒ" CHAMFER

#4 S2

2•

2'-7†"

6"

1' -0

6"

#4 ``S'' BARS SPLAYED

@ APPROX. EQ. SPA. @ 1'-0" CTS.

#4 S2 PAIRS

#4 S5 (IN PAIRS)

#4 S6 (IN PAIRS)

#4 S7 (IN PAIRS)

#4 S8 (IN PAIRS)

6-#4 S2 PAIRS

@ 6" CTS.

3'-0"

3'-11"

UNIT SIMILAR EXCEPT OMIT #5 S3 BARS.

NOTE: EXTERIOR UNIT SHOWN - INTERIOR

(SIMILAR EACH END OF UNIT)

P

E S

T R

E S

S E

O

N C

R E

R

A B

U

I

3'-9"6'-3"6'-3"6'-3"6'-3"6'-3"6'-3"3'-9"

PRELIMINARY PLANS

DO NOT USE FOR CONSTRUCTION

3'-9"6'-3"6'-3"6'-3"6'-3"6'-3"6'-3"3'-9"

{ INSERTS

{ INSERTS

POSTS

FOR GUARDRAIL

POSTS

FOR GUARDRAIL

#4 ``S''

(TYP.)

SEE DETAIL ``A''

#4 ``S''

#5 S3

#5 S3

6" 52-#5 S3 (SPACED AS SHOWN IN DETAIL ``A'') (TYP. EA. EXT. UNIT)

15'-0"15'-0"15'-0"

(2 BAR RUNS)

CONCRETE CURB

2-#5 B12 IN

(2 BAR RUNS)

CONCRETE CURB

2-#5 B12 IN

1ƒ"

(TYP.)

{ GUARDRAIL POST

(TYP.)

(TYP.)

{ INSERT#5 S3

#5 S3

#4 ``S''

#4 ``S''

(C

L E

A D

W A

Y

SPLICE

1'-9"

SPLICE

3'-5"

#5 S3 @ 1'-0" CTS.8-#5 S3 @ 6" CTS.

SCALE: …" = 1'-0"

U.S.D.A. FOREST SERVICE

REGION 8

PISGAH RANGER DISTRICT

PISGAH NATIONAL FORESTS

NATIONAL FORESTS IN NC

CORP. LICENSE NO.: C-0275

PH (828) 437-4681

MORGANTON, NC 28655

107-A MICA AVENUE

TGS ENGINEERS

SUPERSTRUCTURE DETAILS

SCALE: ƒ" = 1'-0"

S2

S1 2'-0''

2'-8''

2'-9''

3'-1''

S7

S6

S5

2'-10''

2'-11''

S8

S

S

S

S

S

S

NOTES

BAR TYPES

ALL BAR DIMENSIONS ARE OUT TO OUT

( SQUARE INCHES )

AREA

( LBS. PER STRAND )

ULTIMATE STRENGTH

( LBS. PER STRAND )

APPLIED PRESTRESS

GRADE 270 STRANDS

0.6" • L.R.

0.217

58,600

43,950

CONCRETE RELEASE STRENGTH

UNIT PSI

45' UNITS

BAR NUMBER SIZE TYPE WEIGHT WEIGHTLENGTH

INTERIOR UNITEXTERIOR UNIT

LENGTH

B5

S2

S3*

REINFORCING STEEL LBS.

LBS.

CU. YDS.

No.

STR

6500 P.S.I. CONCRETE

#4

#4

#5

0.6" • L.R. STRANDS

4 62 62

5'-4" 5'-4"

13 13

45' CORED SLAB UNIT

BILL OF MATERIAL FOR ONE

S1 3#58 38 384'-6" 4'-6"

* EPOXY COATED

REINFORCING STEEL

S5 3#44 5'-5"

S6 3#44

S7 3#44

14 14

15 15

15 15

3#44 5'-9"15 15S8

5'-5"

5'-6"

5'-7"

5'-9"

5'-7"

92 328 328

6.6 6.6

5'-6"

23'-3" 23'-3"

- TYPE I -

BEARING PAD

FIXED END

À BEARING PAD

ELASTOMERIC BEARING DETAILS

À 1" • HOLES

8"

4" 4"4

ELASTOMER IN ALL BEARINGS SHALL BE 50 DUROMETER HARDNESS.

NUMBER LENGTHTOTAL LENGTH

EXTERIOR C.S.

INTERIOR C.S.

TOTAL

CORED SLABS REQUIRED

45' UNIT

45'-0"

45'-0"

( TYPE I - 12 REQ' D )

90'-0"

270'-0"

BAR SIZE TYPE LENGTH WEIGHT

CLASS AA CONCRETE

LBS.

CU.YDS.

* EPOXY COATED REINFORCING STEEL

45' UNIT

#5 STR

LN. FT.

TOTAL NO.

B12

BARS PER PAIR OF EXTERIOR UNITS

BILL OF MATERIAL FOR CONCRETE CURB

4'-3"54

8 24'-1" 201

2.8

90TOTAL CONCRETE CURB

{ INSERTS

W6x20

P

O S

T

TYPICAL POST ON BRIDGE

14 REQ'D.

C .S

U N I

T C

U R

B

NOTES:

2" SLOTTED HOLES IN POST (TYP.)

7"

1"

6" ƒ

M I

N

180'-0"

8‚"

SCALE: ‡" = 1'-0"

U.S.D.A. FOREST SERVICE

REGION 8

PISGAH RANGER DISTRICT

PISGAH NATIONAL FORESTS

NATIONAL FORESTS IN NC

CORP. LICENSE NO.: C-0275

PH (828) 437-4681

MORGANTON, NC 28655

107-A MICA AVENUE

TGS ENGINEERS 13

BILL OF MATERIALS

SUPERSTRUCTURE

NOT TO SCALE

2 BOLTS PER POST.

AND GALVANIZED.

INSERTS AND BOLTS SHALL BE ƒ" ~

W6x20 x 1'-2" SPACER

GUARDRAIL

STEEL BEAM

THE PRICE BID FOR THE PRECAST UNITS.

THE COST OF THE THREADED INSERTS SHALL BE INCLUDED IN

USED AS AN ALTERNATE.

ON THE PLANS AND GALVANIZED. STAINLESS STEEL THREADED INSERTS MAY BE

THE THREADED INSERTS IN THE EXTERIOR UNITS SHALL BE SPACED AS SHOWN

POSTS.

THE THREADED INSERTS ARE DETAILED FOR THE CONTRACTOR TO ATTACH RAIL

``CONCRETE RELEASE STRENGTH'' TABLE.

STRENGTH OF NOT LESS THAN THE REQUIRED STRENGTH SHOWN IN THE

SHALL BE DONE WHEN THE CONCRETE HAS REACHED A COMPRESSIVE

THE TRANSFER OF LOAD FROM THE ANCHORAGES TO THE CORED SLAB UNIT

ALLOWED.

FLAME CUTTING OF THE TRANSVERSE POST-TENSIONING STRAND IS NOT

APPLY EPOXY PROTECTIVE COATING TO CORED SLAB UNIT ENDS.

ENDS.

PRESTRESSING STRANDS SHALL BE CUT FLUSH WITH THE CORED SLAB UNIT

ALL REINFORCING STEEL IN THE CONCRETE CURB SHALL BE EPOXY COATED.

LOCATION AND SPACING OF THE HOLD-DOWNS SHALL BE INDICATED.

PROPOSED HOLD-DOWN SYSTEM. IN ADDITION TO STRUCTURAL DETAILS,

TO THE ENGINEER FOR REVIEW AND COMMENT, DETAILED DRAWINGS OF THE

SIX WEEKS PRIOR TO CASTING CORED SLABS, THE CONTRACTOR SHALL SUBMIT

EMPLOYED TO PREVENT VOIDS FROM RISING OR MOVING SIDEWAYS. AT LEAST

WHEN CORED SLABS ARE CAST, AN INTERNAL HOLD-DOWN SYSTEM SHALL BE

CLOSED CELL SKIN OVER AN OPEN CELL CORE.

THE BACKER RODS SHALL BE CLOSED CELL POLYOLEFIN FOAM WITH A

FILLED WITH NON-SHRINK GROUT.

THE 2•" ~ DOWEL HOLES AT FIXED ENDS OF SLAB SECTIONS SHALL BE

TENSIONING OF THE STRANDS.

RECESSES FOR TRANSVERSE STRANDS SHALL BE GROUTED AFTER THE

FOR PRESTRESSED CONCRETE CORED SLABS.

AASHTO M31 GRADE 60 AND SHALL BE INCLUDED IN THE UNIT PRICE BID

ALL REINFORCING STEEL CAST WITH THE CORED SLAB SECTIONS SHALL BE

SPECIFICATIONS.

REQUIREMENTS WHICH SHALL BE IN ACCORDANCE WITH THE STANDARD

270 STRANDS AND SHALL CONFORM TO AASHTO M203 EXCEPT FOR SAMPLING

ALL PRESTRESSING STRANDS SHALL BE 7-WIRE LOW RELAXATION GRADE

THE STEEL BEAM GUARDRAIL SHALL BE WEATHERING STEEL.

AND GALVANIZED.

THE BOLTS USED FOR ATTACHING POSTS TO BRIDGE SHALL BE ASTM A325

STEEL WITH DARK BRONZE ANODIZED COATING.

THE STEEL POSTS AND SPACERS SHALL BE AASHTO M270 GRADE 36 STRUCTURAL

27'-6Œ"

31'-0„"

15'-5Š"12'-1‚"

WORK PT. 1

60°00'00"

PRELIMINARY PLANS

DO NOT USE FOR CONSTRUCTION

'-0

'-0

1'-6

1'-6

1'-7Œ"1'-10" 1'-8•"

{ SURVEY -L-

8'-0"

5'-0"

1'-6"

1'-6"

1'-0"

6"

1'-0 ƒ

{ BEARINGS

PLAN OF ABUTMENT 1

W1

W2

MAT'L. (TYP)

1•" EXP. JT.

FILL FACE OF CAP

FILL FACE OF BREASTWALL

4'-0" 3'-8‹"

2'-6†"

20'-3†"2'-11‹"

3"

(TYP.)

NOTES

STIRRUPS IN CAP MAY BE SHIFTED AS

NECESSARY TO CLEAR DOWELS.

3" (TYP.)

1•"

130°

60°

(SHEET 13 OF 30)

BEARING DETAIL

SEE ELASTOMERIC

SCALE: •" = 1'-0"

U.S.D.A. FOREST SERVICE

REGION 8

PISGAH RANGER DISTRICT

PISGAH NATIONAL FORESTS

NATIONAL FORESTS IN NC

CORP. LICENSE NO.: C-0275

PH (828) 437-4681

MORGANTON, NC 28655

107-A MICA AVENUE

TGS ENGINEERS

ABUTMENT 1 - PLAN

(TYP.) (TYP.)

(E

F A

C E

PRELIMINARY PLANS

DO NOT USE FOR CONSTRUCTION

38-#4 S1 & 38-#4 S2 @ 8" CTS.8"

ELEVATION OF ABUTMENT 1

#5 "T" BARS

50-#6 M1 @ 6" CTS. (FILL FACE OF BREASTWALL)

#4 H2 (EA. FACE)

#4 H1 (EA. FACE)

EL. 993.00

(LEVEL)

TOP OF FOOTING

CONST. JT.

K E

Y

CONST. JT.

P O

U R

P O

U R

P O

U R

P O

U R

(LEVEL)

TOP OF WING W1

(LEVEL)

TOP OF BREASTWALL

EL. 1000.82

EL. 1005.62

(LEVEL)

TOP OF WING W2

EL. 1006.26

WORK LINE

.0315

@ FILL FACE OF CAP

EL. 1003.77

FRONT FACE OF CAP

EL. 1004.25 @

B

B

50-#6 V1 @ 6" CTS. (FILL FACE) (SPLICE TO #6 M1)

#6 "T" BARS SPACED AS SHOWN ON "PLAN OF ABUTMENT 1 FOOTING" SHEET

C L

C L

4-#9 B1 (BOTT. OF CAP)

4-#9 B1 TOP OF CAP)

2-#5 B2 (EA. FACE)

3" HIGH BEAM BOLSTERS @ 5'-0" CTS.

W1

EL. 1003.45 EL. 1004.09

FILL FACE OF CAP

EL. 1004.21

TOP OF BREASTWALL

EL. 1001.71

OF CAP

FILL FACE

EL. 1003.32

4 - 4" ~ PVC PIPE DRAINS @ 6'-0" CTS.3'-4"

U.S.D.A. FOREST SERVICE

REGION 8

PISGAH RANGER DISTRICT

PISGAH NATIONAL FORESTS

NATIONAL FORESTS IN NC

CORP. LICENSE NO.: C-0275

PH (828) 437-4681

MORGANTON, NC 28655

107-A MICA AVENUE

TGS ENGINEERS

ABUTMENT 1 - ELEVATION

H

B

A

C T

S

28-#4 M2 @ 1'-0" CTS. (FRONT FACE OF BREASTWALL)

NOTES:

EL. 991.00

(LEVEL)

BOTTOM OF FOOTING

28-#4 V2 @ 1'-0" CTS. (FRONT FACE) (SPLICE TO #4 M2)

WINGS, CAP AND FOOTING.

EARTH, ROCK AND BACKFILL, INCLUDING FILL FACES OF BREASTWALL,

DAMPPROOFING SHALL BE USED ON ALL SURFACES IN CONTACT WITH

KEY FOOTING 1' INTO ROCK.

WING W2 NOT SHOWN FOR CLARITY.

OTHERWISE NOTED.

ELEVATIONS SHOWN ARE TAKEN ALONG FILL FACE OF CAP UNLESS

SEE SHEETS 17-19.

FOR DETAILS ON THE BREASTWALL & WINGS NOT SHOWN,

PIPE DRAINS MAY SHIFTED SLIGHTLY TO CLEAR "V" & "H" BARS.

AND D1 DOWELS.

STIRRUPS IN CAP MAY BE SHIFTED TO CLEAR "V" BARS

AND SHALL BE APPLIED AS PER THE MANUFACTURER'S SPECIFICATIONS.

FITZGERALD FORM LINER WITH PATTERN 17910 "ANTIETAM DRY STACK"

CONCRETE AT THE ABUTMENTS AND WING WALLS. FORM LINER SHALL BE

FORM LINER IS TO BE APPLIED TO THE VERTICAL FACE OF ALL EXPOSED

31'-0„"

17'-8‰"13'-3•"

WORK PT. 1

60°00'00"

Œ

Œ

4" ƒ

9'-3‰"

9'-0‡"

13'-5ˆ"6'-10‹"6'-1Œ"

6'-11„"

(T

T T

M

A B

'-0

11"

"A

"B

6" 6" CTS

#6 T17 @

#6 T11 THRU

11" C

S

T

T

11" C

T S

4"

4"

C T S

C T S

T

T

H R

U

C T

S

11" CTS.

3-#5 T21

11"

11" CTS.

3-#5 T22

11" CTS.

2-#5 T23

8'-0"

@ 6" CTS.

"B" = 3-#6 T25

@ 6" CTS.

"A" = 3-#6 T24

C T S

52-#6 T10 @ 6" CTS.

PLAN OF ABUTMENT 1 FOOTING

{ SURVEY -L-

REINFORCING STEEL IS SAME FOR TOP AND BOTTOM OF FOUNDATION FOOTING.

#6 T17

#6 T11

#5 T18

#5 T9

#5 T1

NOTE:

FOOTING FOR CLARITY.

M1 & M2 BARS ARE NOT SHOWN IN

3"

11"

#5 T23

U.S.D.A. FOREST SERVICE

REGION 8

PISGAH RANGER DISTRICT

PISGAH NATIONAL FORESTS

NATIONAL FORESTS IN NC

CORP. LICENSE NO.: C-0275

PH (828) 437-4681

MORGANTON, NC 28655

107-A MICA AVENUE

TGS ENGINEERS

PLAN OF FOOTING

ABUTMENT 1 16

WORK PT. 1

60°00'00"

Œ

PLAN OF BREASTWALL AT ABUTMENT 1

2ƒ"

50-#6 V1 @ 6" CTS. (FILL FACE SPLICED W/#6 M1 IN FOOTING

V

C T S (F I L L

F

A C E

S P L I

W

I

N

F

O O T I

N G

S P L I

I

N

F

O O T I

N G

1'-6

1'-6"

Ž

8'-7‡"

7'-7Ž"

15'-1"12'-7Œ"

S P

L I

I

N

F

O O

T I

N G

C T S (F I

L L

F

A C

E

S P

L I

I

N

F

O O

T I

N G

C T S S

P L I

1' C T S S

P L I

V

C T S

#4 H5

#4 H6

#4 H3

#4 H4

FACE

FILL

FACE

FILL

FILL FACE OF BREASTWALL

FILL FACE OF CAP

{ SURVEY -L-

" C

L

" C

L

2"

2"

27'-8Œ"

3"

C L

C L

#4 H1 OR H2

W1

W2

C T S

U.S.D.A. FOREST SERVICE

REGION 8

PISGAH RANGER DISTRICT

PISGAH NATIONAL FORESTS

NATIONAL FORESTS IN NC

CORP. LICENSE NO.: C-0275

PH (828) 437-4681

MORGANTON, NC 28655

107-A MICA AVENUE

TGS ENGINEERS

ABUTMENT 1 - BREASTWALL

C T S (F

R O

N T

F

A C

E

C T S (F

R O

N T

F

A C E

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

NOT TO SCALE

DRAINAGE AT ABUTMENT 1

PLAN OF BREASTWALL

DRAINS (TYP.)

{ 4" ~ PVC PIPE

NOTE: SLOPE PIPE DRAINS @ ‚"/FT

AND FILTER FABRIC.

6" THICKNESS OF #78M STONE

DRAIN PIPE WRAPPED IN

4" ~ PVC PERFORATED

28-#4 V2 @ 1'-0" CTS. (FRONT FACE) SPLICED W/#4 M2 IN FOOTING2ƒ"

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

& BREASTWALL

PVC PIPE THRU WINGWALLS

RUN NON-PERFORATED 4" ~

(FOOTING & BREASTWALL)

(FOOTING & BREASTWALL)

CONST. JT.

6"

25-#6 M1 @ 6" CTS. (FILL FACE)6"

25-#6 V4 @ 6" CTS. (SPLICE W/#6 M1)

(F R

O

C E

(F I

L L

F

A C

E

(FRONT FACE OF BREASTWALL)

(FILL FACE OF BREASTWALL)

CONST. JT.

KEY

(T

Y P

M I

N

L A

P

(P O

U R

F O

O T I

N G

B R

E A

S T

W A

(P

U

R

12'-0"

3"

11'-6…"

1' -9

1' -0

C L

C L

L

L

B R

E A

S T

V

(S P

A . A

S

S

H O

W N

S P

. F

A C E

1'-

" C

T S

11‹

" C

L

#4 H7

#4 H8

MAT'L.

1•" EXP. JT.

23-#4 V7 SPA. AS SHOWN IN PLAN

11-#4 V7 @ 1'-0" CTS. (SPLICE W/#4 V3)3"

10-#4 V8

IN PLAN

SPA. AS SHOWN

#4 K1

#4 K2

S

P A

C T

S

S

P A

C T

S

S

P A

O W

N

(F I

L L

F

A C

E

S

P A

O W

N

(F R

O

C E

W I

N G

(P O

U R

(P O

U R

1'-0"

8'-0"

P

M I

N

L A

P

1'-6" 5'-0"

1'-6"

6"

2" CL.

2" CL.

FILL FACE

(F

R O

C E

(F I

L L

F

A C

E

S

P A

S

P

3" B.B.

(F R

O

C E

(F I

L L

F

A C

E

2" CL.

(TYP.)

4"9-#5 "T" BARS @ 11" CTS.4"

@ 6" CTS.

#6 "T" BARS

#6 M1#4 M2

#6 V4

#4 V3

CONST. JT.

CONST. JT.

#4 V7

CONST. JT.

ELEVATION - WING W1SECTION M-M

PLAN - WING W1

3-#4 K2 (FILL FACE)

3-#4 K1 (FRONT FACE)

(M I

P ƒ

2 SPA. @ 10"

SHEET 20

SEE DETAIL

KEYWAY -

C L

C L

12-#4 V7 @ 1'-0" CTS.

3"

3" HIGH B.B. @ 3'-0" CTS.

SCALE: †" = 1'-0"

U.S.D.A. FOREST SERVICE

REGION 8

PISGAH RANGER DISTRICT

PISGAH NATIONAL FORESTS

NATIONAL FORESTS IN NC

CORP. LICENSE NO.: C-0275

PH (828) 437-4681

MORGANTON, NC 28655

107-A MICA AVENUE

TGS ENGINEERS

WING W1 DETAILS

ABUTMENT 1 18

SCALE: †" = 1'-0"

SCALE: †" = 1'-0"

S

P A

C

O W

N

S

P A

C

O W

N

13-#4 V3 @ 1'-0" CTS. (SPLICE W/#4 M2)

13-#4 M2 @ 1'-0" CTS. (FRONT FACE)

S

P A

C

O W

N

S

P A

C

O W

N

S

P A

C T

S

C L

TO WEEP HOLE IN WING W1.

AND FILTER FABRIC. TIE PIPE

6" THICKNESS OF #78M STONE

DRAINAGE PIPE WRAPPED IN

4" ~ PVC PERFORATED

OF DRAINAGE

SEE SHT S-09 FOR PLAN

4" ~ PVC PIPE DRAIN

S

P A

C T

S

C L

(FOOTING & BREASTWALL)

(FOOTING & BREASTWALL)

CONST. JT.

6"

26-#6 M1 @ 6" CTS. (FILL FACE)6"

26-#6 V6 @ 6" CTS. (SPLICE W/#6 M1)

A C

O W

N

S

P A

C

O W

N

(F R

O

C E

(F I

L L

F

A C

E

(FRONT FACE OF BREASTWALL)

(FILL FACE OF BREASTWALL)

CONST. JT.

KEY

P

M I

N

L A

P

26-#4 V7 SPA. AS SHOWN IN PLAN

S

P A

C T

S

S

P A

C T

S

A

O W

N

1'-0"

8'-0"

1'-6"5'-0"

1'-6"

6"

2" CL.

A C

O W

N

S

P A

C

O W

N

2" CL.

4" 9-#5 "T" BARS @ 11" CTS. 4"

@ 6" CTS.

#6 "T" BARS

#6 M1 #4 M2

#6 V6

#4 V5

CONST. JT.

CONST. JT.

#4 V7

CONST. JT.

ELEVATION - WING W2SECTION N-N

PLAN - WING W2

15'-3Œ"

14'-0"

3"

12'-3‰"

13-#4 V7 @ 1'-0" CTS. SPLICE W/#4 V5

" C

L

S P

A

(E A . F

A C

E

(S P

A . A

S

S

H O

W N

" (T

Y P

1' -0

C L

C L

L

L

B R

E A

S T

C L

13-#4 V7 @ 1'-0" CTS.3"

#4 K3

#4 K4

#4 H9

1•" EXP. JT. MAT'L.

N

N

IN PLAN

SHOWN

SPA. AS

8-#4 V10

(P O

U R

F O

O T I

N G

B R

E A

S T

W A

U

R

W I

N G

(P O

U R

(P O

U R

P

M I

N

L A

P

S

P A

(F R

O

C E

(F I

L L

F

A C

E

(TYP.)

M I

N

L A

P

S

P A

(E A

F A

C E

(E

A

F A

C E

3-#4 K3 (FILL FACE)

3-#4 K4 (FRONT FACE)

2 SPA. @ 9"

ƒ

"3

SHEET 20

SEE DETAIL

KEYWAY -

C L

3" HIGH B.B. @ 3'-0" CTS.

U.S.D.A. FOREST SERVICE

REGION 8

PISGAH RANGER DISTRICT

PISGAH NATIONAL FORESTS

NATIONAL FORESTS IN NC

CORP. LICENSE NO.: C-0275

PH (828) 437-4681

MORGANTON, NC 28655

107-A MICA AVENUE

TGS ENGINEERS

WING W2 DETAILS

ABUTMENT 1 19

SCALE: †" = 1'-0"

SCALE: †" = 1'-0"

S

P A

C T

S

C L

15-#4 V5 @ 1'-0" CTS. (SPLICE W/#4 M2)

15-#4 M2 @ 1'-0" CTS. (FRONT FACE)

S

P A

C T

S

C L

TO WEEP HOLE IN WING W2.

AND FILTER FABRIC. TIE PIPE

6" THICKNESS OF #78M STONE

DRAIN PIPE WRAPPED IN

4" ~ PVC PLASTIC PERFORATED

OF DRAINAGE

SEE SHT S-09 FOR PLAN

4" ~ PVC PIPE DRAIN

FILL FACE

2" CL.

4" 9-#5 "T" BARS @ 11" CTS. 4"

@ 6" CTS.

#6 "T" BARS

#6 M1 #4 M2

#6 V1 #4 V2

CONST. JT.

CONST. JT.

(P O

U R

F O

O T I

N G

B R

E A

S T

W A

U

R

P

M I

N

L A

P

(TYP.)

THIS SHEET

SEE DETAIL

KEYWAY -

8'-0"

1'-6"5'-0"

M I

N

P R

O J

C A

P

(P

O U

R

V A

R I

E S

7•"1'-6"7•"

1'-6"1'-0"

1'-7•"

10"11"1'-0"

2" CL.

(TYP.)

V A

R I

E S

"K

F A

C E

W I

E E

O

W N

I

A

{ #6 D1 DOWEL

C L

9" 9"

4-#9 B1

4-#9 B1

#4 S1

#4 S2

#4 V2

#6 V1

FILL FACE

CONST. JT.

BREASTWALL

2'-9"

SECTION A-A

SECTION B-B

ALL BAR DIMENSIONS ARE OUT TO OUT.

1HK. HK. H

K

HK. HK.

BILL OF MATERIALBAR TYPES

1'-3" 1'-3"

4•" 4•"

2'-5"

2'-5"

POUR #1

POUR #2

BAR

B1

NO.

SIZE

#9

TYPE

LENGTH WEIGHT

B2 STR

D1 #6 STR 1'-6"

H1

TOTAL CLASS A CONCRETE

H2

H3

K1 #4 STR

S1 #4 4 7'-5"

S2 #4 5 3'-2"

STR

4"

4"

ABUTMENT 1

H K

H3

H4

H7

H8

H5

H6

H9

#4 H2 (EA. FACE)

#4 H1

13'-2"

12'-8"

11'-8"

12'-3"

14'-7"

12'-10"

13'-2"

V

V

4'-11"

#4

#4

#4 3

#4 STR

STR

#5

29'-6"

27'-0"

27'-0"

18'-0"

13'-10"

13'-4"

15'-3"

13'-6"

12'-4"

12'-11"

13'-10"

#4 STR

#4 STR

#4 STR

K2

K3

K4

M1

M2

3'-7"

3'-9"

3'-3"

3'-2"

7 10'-3"#6

#4 6'-4"

T1 2 #5 26'-2"

STRT2 2 #5 26'-8"

STRT3 2 #5 27'-2"

STRT4 2 #5 27'-9"

STRT5 2 #5 28'-3"

STRT6 2 #5

STRT7 2 #5 29'-4"

STRT8 2 #5

STRT9 2 #5 30'-5"

STR#6 7'-6"

STR2 #6 7'-3"

T10 180

T11

STR2 #6 6'-5"T12

STR2 #6 5'-6"T13

STR2 #6 4'-8"T14

STR2 #6 3'-10"T15

STR2 #6 2'-11"T16

STR4 #6 2'-0"T17

STR2 #5 17'-4"T18

STR6 #5 14'-0"T19

STR12 #5 12'-0"T20

STR6 #5 6'-10"T21

STR6 #5 8'-10"T22

STR4 #5 9'-10"T23

STR6 #6 5'-0"T24

STR14 #6 2'-2"T25

50 #6 10'-2"V1 6

28 #4 10'-1"V2 6

13 #4 7'-7"V3 STR

25 #6 7'-7"V4 STR

15 #4 8'-6"V5 STR

26 #6 8'-6"V6 STR

49 #4 6'-8"V7 STR

20 #4 4'-2"V8 STR

28'-10"

29'-10"

FOR ABUTMENT 1

REINFORCING STEEL

POUR #3

POUR #4

FOOTING

BREASTWALL WINGS

BREASTWALL,

CAP, WINGS

WINGS

UPPER PART OF

FOR ABUTMENT 1

CLASS A CONCRETE BREAKDOWN

27.2 C.Y.

24.5 C.Y.

9.3 C.Y.

63.5 C.Y.

2.5 C.Y.

C L

C L

(TOP & BOTTOM OF FOOTING)

6"6"6"

KEYWAY DETAIL

#4 V8

#5 B2 (EA. FACE)

#5 B2 (EA. FACE)

2" CL. (TYP.)

C L

1'-0"

M1

M2

27'-0"

H4

H5

H6

H7

H8

H9

U.S.D.A. FOREST SERVICE

REGION 8

PISGAH RANGER DISTRICT

PISGAH NATIONAL FORESTS

NATIONAL FORESTS IN NC

CORP. LICENSE NO.: C-0275

PH (828) 437-4681

MORGANTON, NC 28655

107-A MICA AVENUE

TGS ENGINEERS

ABUTMENT 1 - MISC. DETAILS

SCALE: ƒ" = 1'-0"

NOT TO SCALE

C T

S

E A

F A

C E

(EA. FACE)

#4

#4

#4

#4

#4

9,108 LBS.

V A

R I

E S

SHEET 29

SEE DETAIL ON

PIPE DRAINS -

4" ~ PVC PLASTIC

WORK PT. 2

'-0

26'-8Ž"

PRELIMINARY PLANS

DO NOT USE FOR CONSTRUCTION

PLAN OF ABUTMENT 2

NOTES

STIRRUPS IN CAP MAY BE SHIFTED AS

NECESSARY TO CLEAR DOWELS.

PC Sta. 13+47.15

PT Sta. 13+70.89

8'-0"

6" 5'-0"

1'-6"

1'-6"

1'-0" ƒ

MAT'L. (TYP)

1•" EXP. JT.

{ BEARINGS

30'-7ƒ"

11'-3•"15'-5Š"

1'-8•"

(TYP.)(TYP.)

1'-10"1'-7Œ"1•"

" 1

'-1

4' -1

'-2

3"

{ SURVEY -L-

3" (TYP.)

3'-8‹"

5'-5†"

W4

W3

BREASTWALL

FILL FACE OF

OF CAP

155°

(SHEET 13 OF 30)

BEARING DETAIL

SEE ELASTOMERIC

U.S.D.A. FOREST SERVICE

REGION 8

PISGAH RANGER DISTRICT

PISGAH NATIONAL FORESTS

NATIONAL FORESTS IN NC

CORP. LICENSE NO.: C-0275

PH (828) 437-4681

MORGANTON, NC 28655

107-A MICA AVENUE

TGS ENGINEERS

ABUTMENT 2 - PLAN

ELEVATION OF ABUTMENT 2

WORK LINE

(LEVEL)

TOP OF FOOTING

CONST. JT.

C L

C L

P O

U R

EL. 994.80

EL. 1004.71 EL. 1005.35

.0315

EL. 1006.88

EL. 1007.52

OF CAP

FILL FACE

EL. 1004.59

EL. 1002.09

P O

U R

P O

U R

OF CAP

FRONT FACE

EL. 1004.55

(LEVEL)

TOP OF WING W3

FILL FACE OF CAP

EL. 1005.57

(LEVEL)

TOP OF BREASTWALL

EL. 1003.07

OF CAP

FRONT FACE

EL. 1005.39

P O

U R

OF CAP

@ FILL FACE

EL. 1005.03

W4

51-#6 M1 @ 6" CTS. (FILL FACE OF BREASTWALL)

#6 "T" BARS SPACED AS SHOWN ON "PLAN OF ABUTMENT 2 FOOTING" SHEET

#5 "T" BARS

K E

Y

(E A

F A

C E

1'-11"

2•" #4 "S" BARS SPLAYED

@ APPROX. EQ. SPA.

ELEVATION OF ABUTMENT 2

CAP BAR SPLICE CHART

BAR

#9 B1 (TOP)

#5 B2

#9 B1 (BOTTOM)

MINIMUM SPLICE LENGTH

8'-9"

3'-0"

6'-3"

#4 S3 & #4 S4

#4 S5 & #4 S6

#4 S7 & #4 S8

#4 S9 & #4 S10

#4 S11 & #4 S12

(2-BAR RUN)

(EA. FACE)

2-#5 B2

(2-BAR RUN)

4-#9 B1

FOR S3 THRU S12 BARS

SEE STIRRUP DETAIL

STIRRUP DETAIL

SEE BAR SPLICE CHART

FOR CAP BARS

1'-11"35-#4 S1 & #4 S2 @ 8" CTS.

51-#6 V1 @ 6" CTS. (FILL FACE) (SPLICE TO #6 M1)

#4 S1 & #4 S2 @ 8" CTS.

NOTES:

#4 H1 (EA. FACE)

#4 H2 (EA. FACE)

C

C

D

D

TOP OF BREASTWALL

3" HIGH B.B. @ 5'-0" CTS.

(LEVEL)

TOP OF WING W4

U.S.D.A. FOREST SERVICE

REGION 8

PISGAH RANGER DISTRICT

PISGAH NATIONAL FORESTS

NATIONAL FORESTS IN NC

CORP. LICENSE NO.: C-0275

PH (828) 437-4681

MORGANTON, NC 28655

107-A MICA AVENUE

TGS ENGINEERS

ABUTMENT 2 - ELEVATION

SCALE: ƒ" = 1'-0"

28-#4 M2 @ 1'-0" CTS. (FRONT FACE OF BREASTWALL)

28-#4 V2 @ 1'-0" CTS. (FRONT FACE) (SPLICE TO #4 M2)

4 - 4" ~ PVC PIPE DRAINS @ 6'-0" CTS.3'-2•"

B

A

C T

S

EL. 992.80

(LEVEL)

BOTTOM OF FOOTING

KEY FOOTING 1' INTO ROCK.

WINGS, CAP AND FOOTING.

EARTH, ROCK AND BACKFILL, INCLUDING FILL FACES OF BREASTWALL,

DAMPPROOFING SHALL BE USED ON ALL SURFACES IN CONTACT WITH

WING W3 NOT SHOWN FOR CLARITY.

OTHERWISE NOTED.

ELEVATIONS SHOWN ARE TAKEN ALONG FILL FACE OF CAP UNLESS

SEE SHEETS 24-26.

FOR DETAILS ON THE BREASTWALL & WINGS NOT SHOWN,

PIPE DRAINS MAY SHIFTED SLIGHTLY TO CLEAR "V" & "H" BARS.

AND D1 DOWELS.

STIRRUPS IN CAP MAY BE SHIFTED TO CLEAR "V" BARS

AND SHALL BE APPLIED AS PER THE MANUFACTURER'S SPECIFICATIONS.

FITZGERALD FORM LINER WITH PATTERN 17910 "ANTIETAM DRY STACK"

CONCRETE AT THE ABUTMENTS AND WING WALLS. FORM LINER SHALL BE

FORM LINER IS TO BE APPLIED TO THE VERTICAL FACE OF ALL EXPOSED

3" (TYP.)

WORK PT. 2

30'-7ƒ"

12'-11Œ"17'-8‰"

8'-0"

'-2 ƒ

'-5

Š

(T

T T

A B

T

H R

U

C T

S

#5 T1

#5 T9

6" CTS

#6 T17 @

#6 T11 THRU

51-#6 T10 @ 6" CTS.6" 6"

#6 T11

#6 T17

#5 T18

4"

4"

@ 11" CTS.

4-#5 T19

@ 11" CTS.

4-#5 T20

C T S

C T S

T

" C

T S

T1

6" C

TS.

5"

{ SURVEY -L-

13'-9Ž"

15'-0‰"

6'-11„"11'-0‡"

3'-4Œ"12'-2•"

PLAN OF ABUTMENT 2 FOOTING

NOTE:

FOOTING FOR CLARITY.

M1 & M2 BARS ARE NOT SHOWN IN REINFORCING STEEL IS SAME FOR TOP AND BOTTOM OF FOUNDATION FOOTING.

U.S.D.A. FOREST SERVICE

REGION 8

PISGAH RANGER DISTRICT

PISGAH NATIONAL FORESTS

NATIONAL FORESTS IN NC

CORP. LICENSE NO.: C-0275

PH (828) 437-4681

MORGANTON, NC 28655

107-A MICA AVENUE

TGS ENGINEERS

PLAN OF FOOTING

ABUTMENT 2 23

PLAN OF BREASTWALL AT ABUTMENT 2

WORK PT. 2

Œ

S P

L I

I

N

F

O O

T I

N G

C T S S

P L I

C T S (F I

L L

F

A C

E

S P

L I

I

N

F

O O

T I

N G

C T S

'-7

V7

1'- 0" C

TS.

S

PLI

CE

W/ #4 V

3"

W4

V6

6" C

TS.

(F

IL

L

FACE)

3"

'-3

V7

1'- 0" C

TS.

3"

W3

27'-8Œ"

51-#6 V1 @ 6" CTS. (FILL FACE SPLICED W/#6 M1 IN FOOTING

12'-7Œ"15'-1"

12'-3Œ"12'-5Ž"

{ SURVEY -L-

SP

LI

CE

W/

#6 M1

IN

FOOTI

NG

SP

LI

CE

W/

#4 M2

IN

FOOTI

NG

#4 H1 OR #4 H2

BREASTWALL

FILL FACE OF

OF CAP

FILL FACE

FACE

FILL

FACE

FILL

#4 H5

#4 H6

#4 H4

#4 H3

2" CL.

2" CL.

1'-6"

" C

L

" C

L

Œ

12'-11Ž"

U.S.D.A. FOREST SERVICE

REGION 8

PISGAH RANGER DISTRICT

PISGAH NATIONAL FORESTS

NATIONAL FORESTS IN NC

CORP. LICENSE NO.: C-0275

PH (828) 437-4681

MORGANTON, NC 28655

107-A MICA AVENUE

TGS ENGINEERS

ABUTMENT 2 - BREASTWALL

C T S (F

R O

N T

F

A C

E

V5

1'- 0" C

TS.

(F

RONT

FACE)

3"

3'-6‡"6'-0"6'-0"6'-0"3'-2•"

'-0

NOT TO SCALE

DRAINAGE AT ABUTMENT 2

PLAN OF BREASTWALL

NOTE: SLOPE PIPE DRAINS @ ‚"/FT

AND FILTER FABRIC.

6" THICKNESS OF #78M STONE

DRAIN PIPE WRAPPED IN

4" ~ PVC PERFORATED

DRAINS (TYP.)

{ 4" ~ PVC PIPE

28-#4 V2 @ 1'-0" CTS. (FRONT FACE) SPLICED W/#4 M2 IN FOOTING 2"

& BREASTWALL.

PVC PIPE THRU WINGWALLS

RUN NON-PERFORATED 4" ~

20'-0‚"

3"

PRELIMINARY PLANS

DO NOT USE FOR CONSTRUCTION

(FOOTING & BREASTWALL)

(FOOTING & BREASTWALL)

CONST. JT.

6"

34-#6 M1 @ 6" CTS. (FILL FACE)6"

34-#6 V4 @ 6" CTS. (SPLICE W/#6 M1)

(F R

O

C E

(F I

L L

F

A C

E

(FRONT FACE OF BREASTWALL)

(FILL FACE OF BREASTWALL)

CONST. JT.

KEY

P

M I

N

L A

P

34-#4 V7 SPA. AS SHOWN IN PLAN

S

P A

C T

S

S

P A

S

P A

O W

N

1'-0"

8'-0"

1'-6"5'-0"

1'-6"

6"

2" CL.

2" CL.

4" 9-#5 "T" BARS @ 11" CTS. 4"

@ 6" CTS.

#6 "T" BARS

#6 M1 #4 M2

#6 V4

#4 V3

CONST. JT.

CONST. JT.

#4 V7

CONST. JT.

ELEVATION - WING W3SECTION R-R

PLAN - WING W3

IN PLAN

SHOWN

SPA. AS

(P O

U R

F O

O T I

N G

B R

E A

S T

W A

U

R

W I

N G

(P O

U R

(P O

U R

P

M I

N

L A

P

S

P A

(F R

O

C E

(F I

L L

F

A C

E

(TYP.)

M I

N

L A

P

(E A

F A

C E

(E

A

F A

C E

3-#4 K1 (FILL FACE)

3-#4 K2 (FRONT FACE)

2 SPA. @ 10"

ƒ

"3

SHEET 27

SEE DETAIL

KEYWAY -

17-#4 V7 @ 1'-0" CTS.

S

P A

C T

S

(S P

A . A

S

S

H O

W

S P

A

(E A . F

A C

E

" C

L

C L

#4 K1

#4 K2

#4 H7

FILL FACE

C L

1•" EXP. JT. MAT'L.

16'-3‰"

C L

C L

R

R

3" HIGH B.B. @ 3'-0" CTS.

C L

C L

3"

10-#4 V8

17-#4 V7 @ 1'-0" CTS. (SPLICE W/#4 V3)3"

U.S.D.A. FOREST SERVICE

REGION 8

PISGAH RANGER DISTRICT

PISGAH NATIONAL FORESTS

NATIONAL FORESTS IN NC

CORP. LICENSE NO.: C-0275

PH (828) 437-4681

MORGANTON, NC 28655

107-A MICA AVENUE

TGS ENGINEERS

WING W3 DETAILS

ABUTMENT 2 25

SCALE: †" = 1'-0"

A

C T

S

C L

S

P A

C

O W

N

S

P A

C

O W

A

C T

S

C L

S

P A

C

O W

N

S

P A

C

O W

N

19-#4 V3 @ 1'-0" CTS. (SPLICE W/#4 M2)

19-#4 M2 @ 1'-0" CTS. (FRONT FACE)

OF DRAINAGE

SEE SHT S-16 FOR PLAN

4" ~ PVC PIPE DRAIN

TO WEEP HOLE IN WING W3.

AND FILTER FABRIC. TIE PIPE

6" THICKNESS OF #78M STONE

DRAIN PIPE WRAPPED IN

4" ~ PVC PLASTIC PERFORATED

(FOOTING & BREASTWALL)

(FOOTING & BREASTWALL)

CONST. JT.

6"

28-#6 M1 @ 6" CTS. (FILL FACE)6"

28-#6 V6 @ 6" CTS. (SPLICE W/#6 M1)

(F R

O

C E

(F I

L L

F

A C

E

(FRONT FACE OF BREASTWALL)

(FILL FACE OF BREASTWALL)

CONST. JT.

KEY

P

M I

N

L A

P

(P O

U R

F O

O T I

N G

B R

E A

S T

W A

U

R

24-#4 V7 SPA. AS SHOWN IN PLAN

12-#4 V8

IN PLAN

SPA. AS SHOWN

S

P A

C T

S

S

P A

A

O W

N

(F I

L L

F

A C

E

S

P A

O W

N

(F R

O

C E

W I

N G

(P O

U R

(P O

U R

1'-0"

8'-0"

P

M I

N

L A

P

1'-6" 5'-0"

1'-6"

6"

2" CL.

(F

R O

C E

(F I

L L

F

A C

E

S

P

(F R

O

C E

(F I

L L

F

A C

E

2" CL.

(TYP.)

4"9-#5 "T" BARS @ 11" CTS.4"

@ 6" CTS.

#6 "T" BARS

#6 M1#4 M2

#6 V6

#4 V5

CONST. JT.

CONST. JT.

#4 V7

CONST. JT.

ELEVATION - WING W4SECTION S-S

PLAN - WING W4

3-#4 K3 (FILL FACE)

3-#4 K4 (FRONT FACE)

(M I

P ƒ

12'-0"

3"

11'-9Š"

12-#4 V7 @ 1'-0" CTS.3"

12-#4 V8 SPA. AS SHOWN

3 SPA. @ 1'-0"

(TYP. EA. FACE)

5'-5†

4'-8"

#4 K3

#4 K4

2 SPA. @ 8"

FILL FACE

#4 H8

#4 H96

C L

C L

C T

S

S

S

3" HIGH B.B. @ 3'-0" CTS.

C L

C L

SHEET 27

SEE DETAIL

KEYWAY -

3"

S

P A

12-#4 V7 @ 1'-0" CTS. (SPLICE W/#4 V5)

U.S.D.A. FOREST SERVICE

REGION 8

PISGAH RANGER DISTRICT

PISGAH NATIONAL FORESTS

NATIONAL FORESTS IN NC

CORP. LICENSE NO.: C-0275

PH (828) 437-4681

MORGANTON, NC 28655

107-A MICA AVENUE

TGS ENGINEERS

WING W4 DETAILS

ABUTMENT 2 26

SCALE: †" = 1'-0"

SCALE: †" = 1'-0"

S

P A

C T

S

C L

A C

O W

N

S

P A

C

O W

N

S

P A

C T

S

C L

A C

O W

N

S

P A

C

O W

N

15-#4 V5 @ 1'-0" CTS. (SPLICE W/#4 M2)

15-#4 M2 @ 1'-0" CTS. (FRONT FACE)

28-#6 V6 @ 6" CTS. (FILL FACE)3"

14'-3•"

12-#4 V7 @ 1'-0" CTS.3"

OF DRAINAGE

SEE SHT S-16 FOR PLAN

4" ~ PVC PIPE DRAIN

TO WEEP HOLE IN WING W4.

AND FILTER FABRIC. TIE PIPE

6" THICKNESS OF #78M STONE

DRAINAGE PIPE WRAPPED IN

4" ~ PVC PERFORATED

FILL FACE

2" CL.

4" 9-#5 "T" BARS @ 11" CTS. 4"

@ 6" CTS.

#6 "T" BARS

#6 M1 #4 M2

#6 V1 #4 V2

CONST. JT.

CONST. JT.

(P O

U R

F O

O T I

N G

B R

E A

S T

W A

U

R

P

M I

N

L A

P

(TYP.)

THIS SHEET

SEE DETAIL

KEYWAY -

8'-0"

1'-6"5'-0"

M I

N

P R

O J

C A

P

(P

O U

R

V A

R I

E S

7•"1'-6"7•"

1'-6"1'-0"

1'-7•"

10"11"1'-0"

2" CL.

(TYP.)

V A

R I

E S

"K

F A

C E

W I

E E

O

W N

I

A

{ #6 D1 DOWEL

C L

9" 9"

4-#9 B1

4-#9 B1

#4 S1

#4 S2

#4 V2

#6 V1

FILL FACE

CONST. JT.

BREASTWALL

2'-9"

SECTION C-C

SECTION D-D

#4 H2 (EA. FACE)

#4 H1

C L

C L

(TOP & BOTTOM OF FOOTING)

6"6"6"

KEYWAY DETAIL

#4 V8

(2-BAR RUN)

(2-BAR RUN)

#5 B2 (EA. FACE)

#5 B2 (EA. FACE)

(2-BAR RUN)

(2-BAR RUN)

BILL OF MATERIAL

POUR #1

POUR #2

BAR

B1

NO. SIZE TYPE LENGTH WEIGHT

B2

D1

H1

TOTAL CLASS A CONCRETE

H2

H3

K1

S1

S2

ABUTMENT 2

K2

K3

K4

M1

M2

T1

T2

T3

T4

T5

T6

T7

T8

T9

T10

T11

T12

T13

T14

T15

T16

T17

T18

T19

T20

T21

V1

V2

V3

V4

V5

V6

V7

V8

POUR #3

POUR #4

FOOTING

BREASTWALL WINGS

BREASTWALL,

CAP, WINGS

WINGS

UPPER PART OF

FOR ABUTMENT 2

CLASS A CONCRETE BREAKDOWN

31.0 C.Y.

25.6 C.Y.

8.3 C.Y.

67.8 C.Y.

2.9 C.Y.

ALL BAR DIMENSIONS ARE OUT TO OUT.

1HK.

H K

HK. HK.

BAR TYPES

1'-3"

4•" 4•"

2'-5"

2'-5"

4"

4"

H5

H6

H8

H9

H3

H4

H7

19'-5"

14'-3"

14'-0"

11'-9"

18'-7"

17'-1"

4'-11"

S-1

S-3

S-5

S-7

S-9

S-11

S-2

S-4

S-6

S-8

S-10

S-12

1'-0"

M1

M2

H4

H5

H6

H7

H8

H9

#4 4 7'-5"

#4 5 3'-2"

1 #4S3 4

S4

S5

S6

S7

S8

S9

#4

#4

#4

#4

#4

#4

#4

#4

#4

S10

S11

S12

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

#4

#4

#4

#4

STR

STR

STR

STR

#6 STR 1'-6"12 27

10,109 LBS.FOR ABUTMENT 2

REINFORCING STEEL

9'-0"

9'-0"

B1

V1

V2

8"

7"

16'-8"

STR8

16 #9 1 20'-8" 1124

#5 16'-6" 138

STR16 27'-3" 291

STR2 19'-11" 27

8 3 19'-3" 103

8 3 17'-4"

9 2

9 2 14'-8"

12 #4 3 17'-9" 142

6 #4 2 12'-5"

6 #4 2

3 7

3'-3"

3'-2"

6'-0"

5'-1"

#6 6113 10'-3" 1740

#4 6 6'-4" 262

7'-8"

8'-2"

9'-0"

9'-10"

10'-8"

3'-5"

3'-11"

4'-9"

5'-7"

6'-5"

2 #5 63

2 #5 62

2 #5 60

2 #5 59

2 #5 27'-11" 58

2 #5 57

2 #5 26'-10" 56

2 #5 55

2 #5 25'-10" 54

30'-0"

29'-6"

29'-0"

28'-6"

27'-5"

26'-4"

#6

2 #6 22

204 7'-6" 2298

7'-2"

2 #6 196'-4"

2 #6 165'-5"

2 #6 134'-5"

2 #6 113'-8"

2 #6 92'-10"

4 #6 122'-0"

2 #5 4521'-4"

8 #5

8 #5 8910'-8"

12'-10" 107

18 #5 14'-11" 280

STR51 #6 740

STR28 #4 179

STR19 #4

STR34 #6 362

STR15 #4

STR28 #6 340

STR58 #4 255

STR22 #4

9'-8"

9'-7"

7'-1"

7'-1"

8'-1"

8'-1"

6'-7"

4'-1"

2'-8"

3'-2"

4'-0"

4'-10"

5'-8"

2'-8"

3'-2"

4'-0"

4'-10"

5'-8"

VARIES

12'-11"

14'-11"

13'-7"

U.S.D.A. FOREST SERVICE

REGION 8

PISGAH RANGER DISTRICT

PISGAH NATIONAL FORESTS

NATIONAL FORESTS IN NC

CORP. LICENSE NO.: C-0275

PH (828) 437-4681

MORGANTON, NC 28655

107-A MICA AVENUE

TGS ENGINEERS

ABUTMENT 2 - MISC. DETAILS

NOT TO SCALE

SCALE: ƒ" = 1'-0"

C T

S

E A

F A

C E

#4

#4

#4

#4

#4

#4

SHEET 29

SEE DETAIL ON

PIPE DRAINS -

4" ~ PVC PLASTIC

(T Y

P

12'-1ƒ"

10ƒ"11-#4A1 @ 1'-0" CTS.1'-3"

(2-BAR RUN) (TOP OF SLAB)

(2-BAR RUN) (BOTTOM OF SLAB)

11-#4A2 @ 1'-0" CTS. 10ƒ"1'-3"

3"

9"

BEGIN APPROACH SLAB

(TYP.)

60°-00'-00"

-L-

END BENT #1

FILL FACE @

C T

S

T

A B

C U

R B

C U

R B

6"

EVEL

@ 6"

2 SPA.

"6 ƒ

R

C T

S

B O

T T

A B

#6 B102 (BOTT. OF SLAB)

#5 B2 (TOP OF SLAB OR

#6 B103 (BOTT. OF SLAB)

#5 B3 (TOP OF SLAB OR

(FIELD BEND)

#6 B104 (BOTT. OF SLAB)

#5 B4 (TOP OF SLAB OR

12'-1ƒ"

11-#4 A3 @ 1'-0" CTS. 1'-3"

11-#4 A4 @ 1'-0" CTS.

10ƒ"

10ƒ" 1'-3"

3"

9"

4ƒ"

(2-BAR RUN) (TOP OF SLAB)

(2-BAR RUN) (BOTTOM OF SLAB)

WP #1

WP #2

C T

S

T

A B

C T

S

B O

T T

A B

END APPROACH SLAB

Š

"X

R

(FIELD BEND)

#6 B115 (BOTT. OF SLAB)

#5 B15 (TOP OF SLAB OR

"X" =

#6 B105 (BOTT. OF SLAB)

#5 B5 (TOP OF SLAB OR

#6 B113 (BOTT. OF SLAB)

#5 B13 (TOP OF SLAB OR

ƒ

2'-8•"

3' -1

(BOTT. OF SLAB)

#6 B114

(TOP OF SLAB OR

#5 B14

#6 B105 THRU #6 B113 @ 6" CTS. (BOTTOM OF SLAB)

#5 B5 THRU #5 B13 @ 6" CTS. (TOP OF SLAB)

6" B

EVEL

4ƒ"

END BENT #2

FILL FACE @

N

N

N

SCALE: ‹" = 1'-0"

U.S.D.A. FOREST SERVICE

REGION 8

PISGAH RANGER DISTRICT

PISGAH NATIONAL FORESTS

NATIONAL FORESTS IN NC

CORP. LICENSE NO.: C-0275

PH (828) 437-4681

MORGANTON, NC 28655

107-A MICA AVENUE

TGS ENGINEERS

PLAN

BRIDGE APPROACH SLABS 28

SCALE: ‹" = 1'-0"

PLAN @ ABUTMENT #2

PLAN @ ABUTMENT #1

BILL OF MATERIAL

BAR NO. SIZE TYPE LENGTH

A2

A1

B1

B2

STR

STR

STR

STR

REINFORCING STEEL

REINFORCING STEEL

EPOXY COATED

CLASS AA CONCRETE

APPROACH SLAB AT EB #1

#4

#5

#426

11'-1"

STR1

STR1

STR#6 11'-7"34

STR#61

STR#61

B3

B4

B101

B102

B103

B104 1 #6 STR

WEIGHT

#5

#5

#5

11'-9"

11'-9"

7'-2"

3'-6"

12'-8"

7'-2"

3'-6"

12'-8"

831 LBS.

621 LBS.

10.5 C. Y.

BAR NO. SIZE TYPE LENGTH

B1

STR

STR

STR

STR

REINFORCING STEEL

REINFORCING STEEL

EPOXY COATED

CLASS AA CONCRETE

APPROACH SLAB AT EB #2

#4

#5

#4

11'-1"

WEIGHT

STR

STR

STR

STR

STR

STR

STR

STR

B5

B6

B7

B8

B9

B10

B11

STR

STR

STR#6

STR#6

STR#6

B12

B13

B14

B15

B101

B105

B106

STR#6B107

STR#6B108

STR#6B109

STR#6B110

STR#6B111

STR#6B112

STR#6B113

STR#6B114

STR#6B115

#5

#5

#5

#5

#5

#5

#5

#5

#5

#5

#5

A3

A4

13'-0"

13'-0"

1 7'-8"

1 6'-1"

1 5'-2"

1 4'-7"

1 4'-0"

1 2'-0"

1 2'-3"

34 11'-7"

1 8'-2"

1 6'-7"

1 5'-8"

1 5'-1"

1 4'-6"

1 2'-0"

1 2'-9"

11.2 C. Y.

NORMAL TO END BENT

6"

2 : 1 SLOPE

ROADWAY

BY THE CONTRACTOR)

(TO BE DETERMINED

OR STEEPER

1•: 1 SLOPE

BACKFILL

#78M

STONE

C L

@ 3'-0" CTS. ACROSS SLAB

HIGH CHAIR UPPER (CHCU)

5‚" CONTINUOUS

SUPPORTS @ 3'-0" CTS.

APPROVED WIRE BAR

#4A1

#4A2 #6B2

#5B1

C L

" 1

GEOTEXTILE

CORED

SLAB

1•" BACKER ROD

PREVENT BOND

ROOFING FELT TO

2 LAYERS OF 30 LB.

1'-1•"

3'-0"

CURB

SLAB

APPROACH

3'-1•"

SHOULDER BERM GUTTER

END OF CURB WITHOUTSECTION N-N

8"

NOTESNOTES

REVISED PER RAY'S MARK-UPS NMW 4/15

BREASTWALL

FILL FACE OF

FOOTING

TOP OF FOOTING

U T

M E

N T

U T

M E

N T

BAR

SIZE

#4

#5

#6

EPOXY

COATED UNCOATED

2'-0"

2'-6"

3'-10"

1'-9"

2'-2"

2'-7"

SPLICE LENGTHS

3'-7" 4

3'-4"

2'-10"

12'-9"

4'-1"

3'-10" 6

3'-4"

12'-9" 19

907 LBS.

675 LBS.

UNITS

THE TOP OF CORED SLAB

SHALL BE FLUSH WITH

THE APPROACH SLAB

U.S.D.A. FOREST SERVICE

REGION 8

PISGAH RANGER DISTRICT

PISGAH NATIONAL FORESTS

NATIONAL FORESTS IN NC

CORP. LICENSE NO.: C-0275

PH (828) 437-4681

MORGANTON, NC 28655

107-A MICA AVENUE

TGS ENGINEERS

DETAIL

BRIDGE APPROACH SLABS 29

SCALE: ƒ" = 1'-0"

SEE ABUTMENT ELEVATION SHEET.

FOR NUMBER AND LOCATION OF DRAINS,

TIED. USE AT EACH PIPE DRAIN.

BAG OF POROUS FABRIC SECURELY

ONE CUBIC FOOT OF #78M STONE IN

‚"/FT.

SLOPE

3"|

OF ASTM D1785

REQUIREMENTS

THE MINIMUM

PIPE SHALL MEET

PIPE DRAINS. THIS

4" ~ PVC PLASTIC

MIN.

M I

N

FACE.

ANCHOR FIRMLY TO FILL

OF COMMERCIAL QUALITY.

4 MESH HARDWARE CLOTH

GALVANIZED STEEL WIRE

8" SQ. ALUMINUM OR

SECTION THRU WALL

Z

Z

VIEW Z-Z

PIPE DRAIN DETAILS

NOT TO SCALE

8"

SECTION THRU SLAB

CURB DETAILS

SHEET

DETAILS - THIS

SEE PIPE DRAIN

PVC PIPE

4" ~ SCHEDULE 40

CONSTRUCTING OF THE APPROACH SLABS.

SHEET 30 SHALL BE INCLUDED IN THE VARIOUS PAY ITEMS FOR

PAYMENT FOR THE TEMPORARY BERM AND SLOPE DRAIN DETAILS SHOWN ON

APPROACH SLAB GROOVING IS NOT REQUIRED.

BE PAVED. SEE ROADWAY PLANS.

DRAIN THE WATER AWAY FROM THE FILL FACE OF THE BRIDGE AND SHALL

AREA BETWEEN THE WINGWALL AND APPROACH SLAB SHALL BE GRADED TO

OF ASTM D1785.

THE 4" ~ PVC PIPE DRAINS SHALL MEEET THE MINIMUM REQUIREMENTS

BACKWALL FROM INSIDE FACE OF WINGWALL TO INSIDE FACE OF WINGWALL.

#78M STONE BACKFILL IS TO BE CONTINUOUS ALONG FILL FACE OF

PROVISIONS.

#78M STONE BACKFILL SHALL BE IN ACCORDANCE WITH THE SPECIAL

SPECIFICATIONS SECTION 714.

GEOTEXTILE SHALL BE TYPE I-B IN ACCORDANCE WITH THE STANDARD

IF THE APPROACH SLAB IS NOT CONSTRUCTED IMMEDIATELY

A

N I

A

R D

O T

E D

RG

FLOW

LI

NE

E P

O L

S F

O

MOTTOB

OT

NOTE:

AFTER THE BACKFILLING OF THE END BENT EXCAVATION,

GRADE TO DRAIN TO THE BOTTOM OF THE SLOPE AND PROVIDE

EROSION RESISTANT MATERIAL, SUCH AS FIBERGLASS ROVING

OR AS DIRECTED BY THE ENGINEER TO PREVENT SOIL EROSION

AND TO PROTECT THE AREA ADJACENT TO THE STRUCTURE.

THE CONTRACTOR WILL BE REQUIRED TO REMOVE THESE

MATERIALS PRIOR TO CONSTRUCTION OF THE APPROACH SLAB.

TEMPORARY DRAINAGE DETAIL

CAP FLOW LINE ONLY WITH

EROSION RESISTANT MATERIAL

BACKFILL EXCAVATION HOLE

AND GRADE TO DRAIN

BRIDGE DECK

U.S.D.A. FOREST SERVICE

REGION 8

PISGAH RANGER DISTRICT

PISGAH NATIONAL FORESTS

NATIONAL FORESTS IN NC

CORP. LICENSE NO.: C-0275

PH (828) 437-4681

MORGANTON, NC 28655

107-A MICA AVENUE

TGS ENGINEERS

DETAIL

BRIDGE APPROACH SLABS 30

NOT TO SCALE

NOT TO SCALE

SLAB

APPROACH

FILL SLOPE

ELBOW

ELBOW

DRAIN

SLOPE

TEMPORARY

TOE OF FILL

SECTION S-S

SECTION R-R

EROSION RESISTANT MATERIAL

TO

PI

PE

INLET

GRADE

TO

DRAI

N

1'-6" MIN.

FLOW LINE

PLAN VIEW

TEMPORARY BERM AND SLOPE DRAIN DETAILS

R

TEMP. SLOPE DRAIN

1'-0"

MIN.

R

M I

N

M I

N

S

S

4'-0"

EARTH DITCH BLOCK

À

2'-0"MIN.

NOTE:

TEMPORARY DRAINAGE PIPE, 12 INCHES IN DIAMETER.

THE SLOPE DRAIN SHALL CONSIST OF A NON-PERFORATED

CONTROL MAT, OR 2) CONCRETE, AS DIRECTED BY THE ENGINEER.

EROSION RESISTANT MATERIAL SHALL BE EITHER 1) EROSION

AND PROVIDE EROSION RESISTANT MATERIAL AS SHOWN. THE

DRAIN. CONTRACTOR SHALL GRADE TO PIPE INLET

THE CONTRACTOR SHALL PROVIDE TEMPORARY BERM AND SLOPE

IMMEDIATELY AFTER THE CONSTRUCTION OF THE APPROACH SLAB,

M I

N

FOR EROSION CONTROL

CLASS 3 STONE

FOR EROSION CONTROL

CLASS 3 STONE

4'-0" MIN.

MATERIAL OVER PIPE

3" EROSION RESISTANT

(TO BE USED WHEN SHOULDER BERM GUTTER IS REQUIRED)

12" MIN.

SHOULDER

FUTURE

BLOCK

DITCH

EARTH

SLAB

APPROACH

END OF