LkDm23_PkRen_Plans.pdf

l&dcover.dgn 10/9/2009 10:33:28 AM

L&D2vic.dgn 10/16/2009 11:27:10 AM

SCALE IN FEET

0120 60 60 120 180

SCALE: 1" = 60’

D A

M

CONC.

B

OAT

R

AM

P

SR

To N

C

COMFORT

STATION

PICNICSHELTER

PUMPHOUSE

LOCKMASTER

RESIDENCE

GARAGE

LOCKMASTER

RESIDENCE

NOTES

10’x ROAD WIDTH

N

APPROX. LOCATION

OF REPAIR AREA

SEE NOTE 4

EXISTING CURB & GUTTER

REPLACE EXISTING

RUBBER SPEED BUMP

ASPHALT PAVEMENT OVERLAY

APPLY ASPHALT SEAL COAT (SPLIT SEAL)

NO PAVEMENT WORK WILL BE ALLOWED FROM 15 DECEMBER 2009 TO 15 MARCH 2010.

THE CONTRACTOR SHALL REMOVE ALL SOIL, GRASS AND OTHER DEBRIS AND

WHEEL STOPS FROM SURFACE OF EXISTING PAVEMENT PRIOR TO PAVING, ASPHALT

SEAL COAT AND CRACK SEALING OPERATIONS. THE CONTRACTOR SHALL ALSO REMOVE

THE EXISTING SPEED BUMP AND MOUNTING HARDWARE PRIOR TO PAVEMENT WORK.

PRIOR TO PAVEMENT OVERLAY, CRACKS IN EXISTING PAVEMENT SHALL BE FILLED

WITH CRACK SEALER IN ACCORDANCE WITH SPECIFICATION SECTION 32 01 17.16

THE REQUIRED PAVEMENT REPAIR AREA SHOWN ON THE PLAN IS APPROXIMATE.

PRIOR TO PAVEMENT REPAIR THE CONTRACTOR SHALL MEET ONSITE WITH THE

CONTRACTING OFFICER’S REPRESENTATIVE TO DETERMINE THE EXACT LOCATION

AND SIZE OF THE REPAIR AREA.

IN REQUIRED PAVEMENT REPAIR AREA THE CONTRACTOR SHALL SAW CUT AND

REMOVE THE EXISTING PAVEMENT AND UNDERLAYING MATERIAL TO A DEPTH AS

REQUIRED FOR PLACEMENT OF 6" OF ABC AND 2" SF-9.5A TO PROVIDE FOR EVEN

TIE-IN WITH EXISTING PAVEMENT. THE CONTRACTOR SHALL DISPOSE OF EXISTING

PAVEMENT AND UNDERLAYER MATERIAL REMOVED OFFSITE.

ALL PAVEMENT REPAIR WORK AND CRACK SEALING SHALL BE COMPLETED AND

APPROVED BY THE CONTRACTING OFFICER’S REPRESENTATIVE PRIOR TO COMMENCE-

MENT OF THE PAVEMENT OVERLAY WORK.

THE CONTRACTOR SHALL PROVIDE A 2" OVERLAY OF SF-9.5A OVER THE EXISTING

PAVED ACCESS ROAD AND PARKING AREA AS SHOWN ON THE PLAN. NO ISOLATED LOW

AREAS WHICH RETAIN WATER WILL BE ALLOWED IN THE FINISHED PAVEMENT. THE

CONTRACTOR SHALL PROVIDE A SMOOTH TIE IN WHERE THE NEW PAVEMENT OVERLAY MEETS

WITH THE EXISTING PAVEMENT AT THE ENTRANCE GATE AND AT THE INTERFACE WITH THE

EXISTING PAVEMENT TO BE TREATED WITH ASPHALT SEAL COAT.

AN ASPHALT SEAL COAT (SPLIT SEAL) SHALL BE APPLIED TO THE BOAT RAMP ACCESS ROAD

AND PARKING AREA AS SHOWN ON THE PLAN. ASPHALT SEAL COAT WILL NOT BE ALLOWED

ON THE EXISTING CURB AND GUTTER OR CONCRETE BOAT RAMP.

SEE PLATE P-5 FOR TYPICAL SECTIONS AND PAVEMENT CONSTRUCTION DETAILS.

SEE PLATE P-6 FOR PAVEMENT MARKING DETAILS.

TEN 35.5"x19.5"x2.1" RUBBER SPEED HUMP SECTIONS AND TWO END CAPS SHALL BE PROVIDED

AND INSTALLED TO REPLACE THE EXISTING SPEED BUMP. THE RUBBER SPEED HUMP SECTIONS

SHALL BE BLACK WITH EMBEDDED YELLOW REFLECTIVE HIGHWAY TAPE. BRAND SHALL BE SAFETY

RIDER OR EQUAL. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER’S RECOMMENDATIONS.

PRIOR TO REMOVAL OF EXISTING WHEEL STOPS THE CONTRACTOR SHALL MEET ONSITE WITH

THE CONTRACTING OFFICER’S REPRESENTATIVE TO VERIFY THE CONDITION OF EACH WHEEL

STOP. WHEEL STOPS DAMAGED BY THE CONTRACTOR SHALL BE REPLACED AT NO COST TO

THE GOVERNMENT. WHEEL STOPS SHALL BE REINSTALLED FOLLOWING COMPLETION OF PAVE-

MENT OPERATIONS AND MARKING. WHEEL STOPS SHALL BE CENTERED IN EACH PARKING

SPACE AND ANCHORED DOWN WITH A 2’LONG NO. 4 REBAR ON EACH END OF WHEEL STOP.

SEE PLATE P-6 FOR WHEEL STOP PLACEMENT DETAILS.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

FUELSTORAGE

FIREPUMP

CANOE PORTAGE

CAPE FEAR RIVER

FLOW

LOCK 40 FT. X 200 FT.

F O

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B R

ID

G E

G A T E S

GATE

RIPRAP

RIPRAP

LOWER POOL

ELEV. + 14’

PAVED

ESPLANADE

G A

T E

FISHLADDER

GATE

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SCALE IN FEET

SCALE: 1" = 500’

1000 500 500 1000 1500

Virginia

North Carolina

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LI

CO

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O K

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IV

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N E U S E

R

IV

ER

DURHAM

GREENE

ASHE

ALLEGHANY

CARTERET

C U R R

IT

U C

K

C A

M D E N

P A S

Q U

O T

A N

K

P E R

Q U

IM

A N S

C H

O W

A N

WASHINGTON

DARE

TYRREL

BEAUFORT

PAMLICO

CRAVEN

NEW

ONSLOW

JONES

LENOIR

DUPLIN

PENDER

BRUNSWICK

COLUMBUS

ROBESON

HOKE

SCOTLAND

CUMBERLAND

SAMPSON

MARTIN

WAYNE

PITT

WILSON

JOHNSTON

WAKE

NORTHAMPTON

BERTIE

GATES

HERTFORD

EDGECOMBE

NASH

FRANKLIN

HALIFAX

WARREN

VANCE

G R

A N

V

IL

L E

PERSON

HARNETT

A L

A M

A N

C E

ORANGE

CASWELL

RICHMOND

M O

N T

G O

M E R

Y

ANSON

MOORE

LEE

CHATHAM

RANDOLPH

GUILFORD

ROCKINGHAMSTOKES

FORSYTH

DAVIDSON

STANLY

UNION

CABARRUS

ROWAN

DAVIE

IREDELL

YADKIN

SURRY

WILKES

A L E X

A N

D E R

CATAWBA

LINCOLN

MECKLENBURG

GASTON

CALDWELL

CLEVELAND

WATAUGA

AVERY

M

IT

C H E L L

BURKE

YANCY

MADISON

McDOWELL

HENDERSON

T R

A N S

Y L V

A N

IA

RUTHERFORD

POLK

BUNCOMBE

HAYWOOD

JACKSON

MACON

CLAY

SWAIN

CHEROKEE

GRAHAM

LOCK N0. 2

LOCK NO. 1

LOCK & DAM

WM. O. HUSKE

C A P E

F E A R

RIVER

HYDE

HANOVER

A T L A N

IC

E A N

LOCK AND DAM

No. 3

SR

SR 1

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A Y E T T E

V

IL

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H E E L

S R

C a p e F e a r R i v e r

BLADEN

Tennessee

South Carolina

LOCK AND DAM No. 3

N

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Lock and Dam No. 2

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Georgia

4-

5-

SCALE IN FEET

0120 60 60 120 180

SCALE: 1" = 60’

3-

5 -

4-

1-

3 -

C A

E R

P A R

K I

E

A

PARKING AREA

CARS & TRAILERS

N

NEW PAVEMENT

CONTRACTOR SHALL REMOVE EXISTING

RUBBER SPEED BUMP AND PROVIDE TO

CONTRACTING OFFICER’S REPRESENTATIVE

NOTES

APPROX. LOCATION

OF REPAIR AREAS

SEE NOTE 4

BOAT RAMP REMOVAL

AND REPLACEMENT

SEE NOTES 11 & 12

P-

ASPHALT PAVEMENT OVERLAY

P-

SOUNDINGS ARE EXPRESSED IN FEET AND TENTHS AND REFER TO LOCK 3

LOWER POOL LOW WATER DATUM.

SURVEY PERFORMED 25 SEPTEMBER 2009 WITH DISTRICT SURVEY VESSEL

"SKIMMER" USING DGPS HORIZONTAL POSITIONING EQUIPMENT AND 200

KHZ SOUNDING EQUIPMENT.

TIDE GAGE LOCATED AT: LOWER POOL

+23.0’ ON LOWER POOL GAGE = 0’ LOCK 3 LOWER POOL LOW WATER DATUM

+32.0’ ON UPPER POOL GAGE = ELEVATION OF CREST OF DAM

HORIZONAL DATUM NAD 1983.

THE INFORMATION ON THIS MAP REPRESENTS THE RESULT OF SURVEYS MADE

ON THE DATE INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE

GENERAL CONDITONS EXISTING AT THAT TIME.

12.

13.

14.

15.

16.

NO PAVEMENT WORK WILL BE ALLOWED FROM 15 DECEMBER 2009 TO 15 MARCH 2010.

THE CONTRACTOR SHALL REMOVE ALL SOIL, GRASS AND OTHER DEBRIS FROM

SURFACE OF EXISTING PAVEMENT PRIOR TO PAVING AND CRACK SEALING

OPERATIONS. THE CONTRACTOR SHALL ALSO REMOVE THE EXISTING SPEED

BUMP AND MOUNTING HARDWARE PRIOR TO PAVEMENT WORK. THE SPEED

BUMP AND MOUNTING HARDWARE SHALL BE PROVIDED TO THE CONTRACTING OFFICER’S

REPRESENTATIVE SO IT CAN BE REINSTALLED BY CORPS PERSONNEL FOLLOWING

COMPLETION OF PAVING OPERATIONS.

PRIOR TO PAVEMENT OVERLAY, CRACKS IN EXISTING PAVEMENT SHALL BE FILLED

WITH CRACK SEALER IN ACCORDANCE WITH SPECIFICATION SECTION 32 01 17.16

THE REQUIRED PAVEMENT REPAIR AREAS SHOWN ON THE PLAN ARE APPROXIMATE.

PRIOR TO PAVEMENT REPAIR THE CONTRACTOR SHALL MEET ONSITE WITH THE

CONTRACTING OFFICER’S REPRESENTATIVE TO DETERMINE THE EXACT LOCATION

AND SIZE OF THE REPAIR AREAS.

IN REQUIRED PAVEMENT REPAIR AREAS THE CONTRACTOR SHALL SAW CUT AND

REMOVE THE EXISTING PAVEMENT AND UNDERLAYING MATERIAL TO A DEPTH AS

REQUIRED FOR PLACEMENT OF 6" OF ABC AND 2" SF-9.5A TO PROVIDE FOR EVEN

TIE-IN WITH EXISTING PAVEMENT. THE CONTRACTOR SHALL DISPOSE OF EXISTING

PAVEMENT AND UNDERLAYER MATERIAL REMOVED OFFSITE.

NEW PAVEMENT SHALL BE PROVIDED AT THE LOCATIONS SHOWN ON THIS DRAWING.

THE NEW PAVEMENT SHALL BEGIN AT THE GATE WITH A 20’ WIDTH AND TIE INTO

THE EXISTING PAVED ACCESS ROAD AS SHOWN. THE EXISTING PAVEMENT SHALL BE

WIDENED ON EACH SIDE TO TIE INTO THE NEW 16’ CONCRETE BOAT RAMP. NEW

PAVEMENT SHALL CONSIST OF 6" ABC AND 2" SF-9.5A IN ACCORDANCE WITH THE

"NEW PAVEMENT SECTION" SHOWN ON PLATE P-5. FOR PAVEMENT WIDENING AT THE

BOAT RAMP SEE SECTION "PAVEMENT WIDENER" ON PLATE P-5.

ALL PAVEMENT REPAIR WORK, NEW PAVEMENT WORK AND CRACK SEALING SHALL BE

COMPLETED AND APPROVED BY THE CONTACTING OFFICER’S REPRESENTATIVE PRIOR

TO COMMENCEMENT OF THE PAVEMENT OVERLAY WORK.

THE CONTRACTOR SHALL PROVIDE A 2" OVERLAY OF SF-9.5A OVER THE NEW PAVE-

MENT, EXISTING PAVED ACCESS ROAD AND PARKING AREA AS SHOWN ON THE PLAN.

NO ISOLATED LOW AREAS WHICH RETAIN WATER WILL BE ALLOWED IN THE FINISHED

PAVEMENT.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

13.

SEE PLATE P-5 FOR TYPICAL SECTIONS AND PAVEMENT CONSTRUCTION DETAILS.

SEE PLATE P-6 FOR PAVEMENT MARKING DETAILS.

THE EXISTING CONCRETE BOAT RAMP SHALL BE REMOVED AND REPLACED WITH A

NEW 16’ WIDE CONCRETE BOAT RAMP. SEE PLATE R-1 FOR EXISTING BOAT RAMP

DETAILS AND PLATE P-7 FOR NEW BOAT RAMP DETAILS.

PRIOR TO BOAT RAMP CONSTRUCTION, THE CONTRACTOR SHALL INSTALL A COFFER-

DAM OR APPROVED EQUAL. THE STRUCTURE SHALL BE DESIGNED BY A REGISTERED

ENGINEER IN THE STATE OF NORTH CAROLINA. COFFER DAM CONSTRUCTION AND

DEWATERING SHALL BE COMPLETED PRIOR TO 1 FEBRURARY 2010. THE BOAT RAMP

WORK AREA SHALL BE KEPT FREE OF WATER DURING CONSTRUCTION. UPON COMPLETION

OF BOAT RAMP CONSTRUCTION THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE

OF THE COFFERDAM.

LOCKMASTER

RESIDENCE

COMFORT

STATION

PICNIC

SHELTER

DIESEL

SHED

HAZMAT

STORAGE

PUMP

HOUSE

STG.

BLDG.

GARAGE

HYD.

HYD.

HYD.

FIRE

PUMP

ABND.

M.H.

S 89̂ 00’E 772 FT.

S

P A

V

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A N

A D

E

F L

O W

DAM

L O

F

. X

F

T

GATE

GATE

WALK

GATE

RIP

RAP

R

IP

R A P

C O N C . B

O A T

R A

M P

FISH

LADDER

TIDE

GAGE

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TYPICAL REPAIR AREA SECTION

TYPICAL OVERLAY SECTION @ BOAT RAMP

NEW PAVEMENT SECTION

TACK COAT

EDGE DETAIL

TACK COAT

REPAIR LENGTH VARIES

EXISTING BITUMINOUS CONCRETE

SURFACE COURSE (TYP.)

EXISTING AGGREGATE

BASE COURSE (TYP.)

2" BITUMINOUS CONCRETE

SURFACE COURSE OVERLAY

TYPE SF-9.5A

TYPICAL OVERLAY SECTION

P-5

P-5

TACK COAT

EXISTING BITUMINOUS CONCRETE

SURFACE COURSE (TYP.)

EXISTING AGGREGATE

BASE COURSE (TYP.)

2" BITUMINOUS CONCRETE

SURFACE COURSE OVERLAY

TYPE SF-9.5A

2" BITUMINOUS CONCRETE

SURFACE COURSE TYPE SF-9.5A

P-5

LENGTH AS SHOWN ON PLAN

2" BITUMINOUS CONCRETE

TYPE SF-9.5A

TOPSOIL (TYP.)

VARIES

PAVEMENT

LIMIT

P-5

A

TOPSOIL (TYP.)

P-5

2" BITUMINOUS CONCRETE

SURFACE COURSE OVERLAY

NCDOT TYPE SF-9.5A

MAXIMUM 10

H:1V SLOPE

BITUMINOUS CONCRETE

SURFACE COURSE TYPE

SF-9.5A

EXISTING PAVEMENT (TYP.)

2’ 2’

TACK COAT

SEE EDGE

DETAIL

A/P-5 (TYP)

PRIME COAT

NEW 6" AGGREGATE

BASE COURSE

1.

2.

EXIST. BITUMINOUS CONC.

SURFACE COURSE

2" BITUMINOUS CONCRETE

SURFACE COURSE OVERLAY

TYPE SF-9.5A

EXISTING AGGREGATE

BASE COURSE (TYP.)

TACK COAT

EXISTING BITUMINOUS CONCRETE

SURFACE COURSE (TYP.)

PROPOSED CONCRETE BOAT RAMP

ELEVATION EQUALS EXISTING

PAVEMENT ELEV. PLUS 2"

PRIME COAT

NEW 6" AGGREGATE

BASE COURSE

N.T.S.

N.T.S.

N.T.S.

N.T.S.

N.T.S.

EXISTING DIRT

ROAD SURFACE

EXISTING GROUND

NOTES:

IN REQUIRED PAVEMENT REPAIR AREAS THE CONTRACTOR SHALL SAW CUT AND REMOVE THE EXISTING

PAVEMENT AND UNDERLAYING MATERIAL TO A DEPTH AS REQUIRED FOR PLACEMENT OF 6" AGGREGATE

BASE COURSE AND 2" OF TYPE SF-9.5A BITUMINOUS CONCRETE TO PROVIDE EVEN TIE-IN WITH

EXISTING PAVEMENT.

A FINAL 2" TYPE SF-9.5A BITUMINOUS CONCRETE SURFACE COURSE OVERLAY SHALL BE LAID OVER

THE REPAIR AREAS DURING PLACMENT OF PAVEMENT OVERLAY FOR THE REMAINDER OF THE ACCESS

ROADS AND PARKING AREAS.

6"

2’

P-5

2" BITUMINOUS CONCRETE

SURFACE COURSE OVERLAY

TYPE SF-9.5A

2’ SEE EDGE

DETAIL

A/P-5 (TYP)

EXIST. BITUMINOUS

CONC.SURFACE COURSE

VARIES VARIES

PRIME COAT (TYP.)

NEW 6" AGGREGATE

BASE COURSE (TYP.)

TACK COAT (TYP.)

N.T.S.

2" BITUMINOUS CONCRETE

SURFACE COURSE

TYPE SF-9.5A

BACKFILL WITH SATISFACTORY

MATERIAL APPROVED BY CONTRACTING

OFFICER TO TIE INTO EXISTING

DIRT ROAD

PAVEMENT WIDENER

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20’

10’

4" SOLID WHITE

STRIPE (TYP.)

4" SOLID YELLOW STRIPES

2’ O.C.

(TYP.)

4" SOLID WHITE

STRIPE (TYP.)

T

Y P

LOCK & DAM No.2 PARKING AREA

LOCK & DAM No.2 BOAT RAMP PARKING AREA

SCALE: 1" = 20’

SCALE: 1" = 20’

B O

A T

R

A M P

45^

WHEEL STOPS (TO BE

RE-INSTALLED. SEE

DETAIL)

WHEEL STOPS (TO BE

RE-INSTALLED. SEE

DETAIL)

2’

(TYP.)

2’

(TYP.)

WHEEL STOP CENTERED

IN PARKING SPACE -

SPIKED IN PLACE WITH

#4 REBAR, 2’ LONG

WHEEL STOP CENTERED

IN PARKING SPACE -

SPIKED IN PLACE WITH

#4 REBAR, 2’ LONG

10’ (TYP.)

DIRECTIONAL ARROW

N.T.S.

N.T.S.

HANDICAP SYMBOL

34"

T

Y P

12"

34.4"

WHITE HANDICAP

SYMBOL (TYP.)

SEE DETAIL B/P-6

4" SOLID YELLOW STRIPES

2’ O.C.

WHITE HANDICAP

SYMBOL (TYP.)

SEE DETAIL B/P-6

SCALE: 1" = 20’

T Y P

T

Y P

4" SOLID WHITE

STRIPE (TYP.)

LOCK & DAM No.3 PARKING AREA

SCALE: 1" = 20’

4" SOLID YELLOW STRIPES

2’ O.C.

WHITE HANDICAP

SYMBOL (TYP.)

SEE DETAIL B/P-6

4" SOLID WHITE

STRIPE (TYP.)

45̂

WHITE HANDICAP

SYMBOL (TYP.)

SEE DETAIL B/P-6

4" SOLID YELLOW STRIPES

2’ O.C.

LOCK & DAM No.3

BOAT RAMP PARKING AREA

SCALE: 1" = 20’

LOCK & DAM No.3

BOAT RAMP TURNAROUND

DIRECTIONAL ARROW (TYP.)

SEE DETAIL A/P-6

DIRECTIONAL ARROW (TYP.)

SEE DETAIL A/P-6

T

Y P

(TYP.

A

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P-6

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5’

16’

(TYP.)

CONSTRUCTION

JOINT (TYP.)

170’

NCDOT CLASS 1

RIPRAP

SEE BOAT RAMP TYPICAL

SECTION 2/P-7 FOR RIPRAP

TOE SLOPE REQUIREMENTS

10 EQUAL

SECTIONS

CURB

GROOVE

#4 REBAR

16’ O.C.

(SEE DETAIL

NOTE)

10’

C O

N C

R E

A T

R

A

T

A

IL

S

5’

NCDOT CLASS I

RIPRAP

�" EXPANSION

JOINT

NEW ASPHALT

OVERLAY

SCALE: N.T.S.

1 BOAT RAMP JOINT LAYOUT

5’

MEAN WATER LEVEL

COMPACTED SUBGRADE

SCALE: N.T.S.

16’

L

E A

R

T

Y P

3" CLEAR

(TYP.)

1’ 2’-4"

COMPACTED

SUBGRADE

SCALE: N.T.S.

SCALE: N.T.S.

1"

(TYP.)

1"

(TYP.)

SCALE: N.T.S.

�" EXPANSION

JOINT

BOAT RAMP SECTION, TYPICAL

BOAT RAMP SECTION, TYPICAL

BOAT RAMP SURFACE DETAIL

T

Y P

NCDOT CLASS I RIPRAP

8" THICK NCDOT CLASS AA

CONCRETE SLAB, REINFORCED

8" THICK NCDOT CLASS AA

CONCRETE SLAB, REINFORCED

NCDOT CLASS AA CONCRETE

SCALE: N.T.S.

6 BOAT RAMP TOE DETAIL

3" CLEAR (TYP.)

1’ 2’-4"

COMPACTED

SUBGRADE

8" THICK CONCRETE

(NCDOT CLASS AA)

W/ #4’S @ 12" O.C.

EACH WAY

8" THICK CONCRETE

(NCDOT CLASS AA)

W/ #4’S @ 12" O.C.

EACH WAY

DETAIL NOTE:

6" HIGH CONCRETE CURB TO BE ATTACHED TO 8" CONCRETE SLAB

USING #4 REBAR LOCATED 16’ O.C. REBAR WILL BE INSTALLED WITHIN

THE CURB 8’ FROM THE EXPANSION JOINT, THEN AT 16’ INTERVALS

LOCATED MIDWAY BETWEEN CONSTRUCTION JOINTS THEREAFTER.

AFTER THE LAST CONSTRUCTION JOINT, REBAR WILL BE INSTALLED

HALFWAY BETWEEN THE LAST CONSTRUCTION JOINT AND THE END

OF THE BOAT RAMP.

GROOVES ARE TO BE CONSTRUCTED

ON A SLIGHT DIAGONAL TO

PERPENDICULAR TO ALLOW

WATER RUNOFF.

6" HIGH

CONCRETE

CURB

NCDOT CLASS I

RIPRAP

3"

C L

E A

R

T

Y P

#4’S @ 8" O.C.

VERTICALLY

(TYP.)

#4’S @ 12" O.C.

(TYP.)

170’

P-7

P-7

P-7

P-7

P-7

P-7

P-7

P-7

P

P-7

P-7

P-7

NCDOT CLASS 1 RIPRAP

NCDOT

CLASS 1

RIPRAP

NCDOT FILTER

FABRIC TYPE 2

NCDOT FILTER

FABRIC TYPE 2

#4’S @ 12" O.C.

(TYP.)

#4’S @ 8" O.C.

VERTICALLY

(TYP.)

2’

COMPACTED 6" BASE COURSE

(NO. 5 OR NO. 57 STONE)

COMPACTED 6" BASE COURSE

(NO. 5 OR NO. 57 STONE)

COMPACTED 6" BASE COURSE

(NO. 5 OR NO. 57 STONE)

3" 3"6" HIGH CONCRETE

CURB (NCDOT CLASS AA

CONCRETE)

2"

10’

COMPACTED

SUBGRADE

NCDOT FILTER

FABRIC TYPE 2 TURN DOWN FILTER

FABRIC INTO SUBGRADE

(ALL SIDES)

TOP OF RIPRAP

TO BE AT OR BELOW

TOP OF CURB

NCDOT

CLASS I

RIPRAP

EXISTING

FINISHED

GRADE

2H:1V

SLOPE

B o a t R a m p

D e t a il s .d g n

M

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SHEET 7 OF 7

P-7

C

A

B C D

E F G H

D E S

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IN

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ExistBoatRamp.dgn 8/31/2009 9:54:52 AM

B o a t R a m p

N .T .S

SCALE: N.T.S.

P-18

PCC CURB & ANCHOR DETAIL

SCALE: N.T.S.

P-18

REINFORCEMENT DETAIL

SCALE: N.T.S.

P-18

SCALE: N.T.S.

P-18

SECTION A-A

CONNECTING BAR

SCALE: N.T.S.

P-18

SECTION B-B

SCALE: N.T.S.

P-18

EXISTING BOAT RAMP DETAIL

SHEET OF

E X

IS

T

A T

R

A M

P (R

E F E

R E

N

A W

IN

G

R-1

M

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C E L L A

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P

A V

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G

L O

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C A P E

F E

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B L A

D

U N

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N O

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R O

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IN

A

J T

H

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D L

D

U

C

A

B C D

E F G H

D E S

C R

IP

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A P P

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D S

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B O

L

F

M E

U .S

A R

M Y

E

N G

IN

E

T R

IC

T

C O

R

E

N G

IN

E E

R S

W

IL

M

IN

G T

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IN

A

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PLATE

NUMBER

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