CapeFearFishPassage_Plans.pdf

Rick.Bushaw Signed and Dated

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U.G.TEL.

PUMP

FIR

E

SWAMP

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H

W Y. 8

S

E

F T

S

’ W

S 5° 00’ E 933 FT.

STAIRWAY

W A

L K

W A

Y

GATE

TRESTLE

GATE

ELE

V. +

FT.

LOWER

POOL

RAMP

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GATE

GATE

RIPRAP

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RIPRAP

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CONCRETE RETAINING WALL

D T

A N

K

D I E S E L

SCALE IN FEET

SCALE: 1" = 50’

50 50 100

ESP

LA

NADE

PAVE

D

LO

CK

0’ X

XX

X X

XX

X X

OF 15" HDPE

APPROX. 190 LF

& GRATE

NEW DROP INLET

No. 840.15 & 840.16

NCDOT STD INDEX

PROTECTION

PIPE OUTLET

TEMP. SILT FENCE

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UP

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10.

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6.

5.

4.

3.

2.

1.

SEE PLATE D-22 FOR DROP INLET PROTECTION DETAIL.

EXISTING SLOPE.

RIPRAP DETAIL ON PLATE D-22. RIPRAP SHALL EXTEND TO THE TOE OF THE

PIPE OUTLET END SHALL BE PROTECTED WITH RIPRAP AS SHOWN ON PIPE OUTLET

03 31 00.00 10 OF THE SPECIFICATIONS.

CONCRETE WALK SHALL BE SAWCUT AND REPAIRED IN ACCORDANCE WITH SECTION

REPAIRED TO THE SATISFACTION OF THE CONTRACTING OFFICER’S REPRESENTATIVE.

DISTURBED DURING TRENCHING AND PLACEMENT OF PIPE CULVERT SHALL BE

CONCRETE WALKS, CHAIN LINK FENCES, AND ANY OTHER EXISTING FEATURES

TO EXISTING FIELD CONDITIONS TO ASSURE POSITIVE DRAINAGE.

ELEVATIONS (INLET AND OUTLET) AND DROP INLET GRATE ELEVATION FOR BEST FIT

ADDITIONAL COSTS TO THE GOVERNMENT, FIELD ADJUST PIPE LENGTH, INVERT

PIPE SHALL BE FIELD ADJUSTED FOR BEST FIT. CONTRACTOR SHALL, AT NO

DAYLIGHT OUT EXISTING RIVER BANK SLOPE.

ELEVATION. MINIMUM PIPE SLOPE SHALL BE 1%. OUTLET END OF PIPE SHALL

ELEVATION. PIPE INVERT OUT SHALL BE SET 3’ BELOW TOP OF GRATE

SET TOP OF INLET GRATE APPROXIMATELY 6" BELOW ADJACENT TOP OF PAVEMENT

DROP INLET FRAME AND GRATE SHALL BE NCDOT STANDARD INDEX 840.16.

DROP INLET SHALL BE NCDOT STANDARD INDEX 840.14.

ADJACENT TO PARKING AREA AS SHOWN.

THE CONTRACTOR SHALL FURNISH AND INSTALL NEW DROP INLET AND GRATE

8.

7.

6.

5.

4.

3.

2.

1.

WIDENER

PAVEMENT

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C E

BOAT RAMP

EXIST. CONC.

OVERLAY

ASPHALT PAVEMENT

TYPICAL SECTION

SEE PLATE D-21 FOR

PAVEMENT NOTES DROP INLET NOTES

P-4

PAVEMENT REPLACEMENT

PAVEMENT REPLACEMENT

FOR DETAILS

SEE PLATE D-22

FOR DETAILS

SEE PLATE D-22

SEE PLATE D-21 FOR TYPICAL SECTIONS

SEE PLATE D-21 FOR TYPICAL SECTIONS

AND LOCAL UTILITY AUTHORITIES, AS APPLICABLE.

RELOCATION OF UTILITIES AND STRUCTURES WITH THE CONTRACTING OFFICER’S REPRESENTATIVE, LOCKMASTER, THE CONTRACTOR SHALL FIELD VERIFY LOCATION OF EXISTING UTILITIES. CONTRACTOR SHALL COORDINATE

SEE PLATE D-23 FOR PAVEMENT MARKING DETAILS.

SEE PLATE D-21 FOR TYPICAL SECTIONS AND PAVEMENT CONSTRUCTION DETAILS.

AT THE INTERFACE WITH THE EXISTING CONCRETE BOAT RAMP.

SHALL PROVIDE A SMOOTH TIE IN WHERE THE FINISHED PAVEMENT MEETS THE PARKING AREA, STATE ROAD 1734 AND

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

OVERLAY WORK.

THE CONTRACTING OFFICER’S REPRESENTATIVE PRIOR TO COMMENCEMENT OF THE PAVEMENT REPAIR AND

ALL MILLING WORK, PAVEMENT WIDENER AND CRACK SEALING SHALL BE COMPLETED AND APPROVED BY

WIDENER DETAIL.

A PAVEMENT WIDENER SHALL BE PROVIDED AT THE LOCATION SHOWN. SEE PLATE D-21 FOR PAVEMENT

AREA APPROVED BY THE CONTRACTING OFFICER.

PLATE D-21. THE CONTRACTOR SHALL REMOVE EXISTING PAVEMENT MATERIAL AND DISPOSE OFFSITE IN A DISPOSAL

A MINIMUM THICKNESS OF SIX INCHES. ASPHALT PAVEMENT SHALL BE REPLACED IN ACCORDANCE WITH DETAIL 1 ON

EXISTING SUBBASE. THE EXISTING SUBBASE SHALL BE SUPPLEMENTED WITH AGGREGATE BASE COURSE TO OBTAIN

IN REQUIRED PAVEMENT REPLACEMENT AREAS THE CONTRACTOR SHALL MILL THE THE EXISTING PAVEMENT TO THE

D-23 FOR WHEEL STOP DETAILS AND PLACEMENT REQUIREMENTS.

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

ALSO PROVIDE AND INSTALL 10 NEW CONCRETE WHEEL STOPS. WHEEL STOPS SHALL BE CENTERED IN EACH

BE REINSTALLED FOLLOWING COMPLETION OF PAVEMENT OPERATIONS AND MARKING. CONTRACTOR SHALL

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

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

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

IN ACCORDANCE WITH SPECIFICATION SECTION 32 01 17.16

PRIOR TO PAVEMENT OVERLAY, CRACKS IN EXISTING PAVEMENT SHALL BE FILLED WITH CRACK SEALER

SURFACE OF EXISTING PAVEMENT PRIOR TO CRACK SEALING OPERATIONS AND PAVEMENT OVERLAY.

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

NO PAVEMENT WORK WILL BE ALLOWED FROM 15 DECEMBER THROUGH 15 MARCH.

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DETAIL @ EXISTING BOAT RAMP

TYPICAL SECTION - PAVEMENT REPLACEMENT

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EDGE DETAIL

TYPICAL OVERLAY SECTION

D-21

D-21

TOPSOIL (TYP.)

VARIES

LIMIT

PAVEMENT

D-21

A

TOPSOIL (TYP.)

D-21

NCDOT TYPE SF-9.5A

SURFACE COURSE OVERLAY

2" BITUMINOUS CONCRETE

WIDENER

2’ 2’

TACK COAT

PRIME COAT

PRIME COAT

BASE COURSE (TYP.)

EXISTING AGGREGATE

TYPE SF-9.5A

SURFACE COURSE OVERLAY

2" BITUMINOUS CONCRETE

SURFACE COURSE

EXIST. BITUMINOUS CONC.

N.T.S.

N.T.S.

N.T.S.

N.T.S.

EXISTING GROUND

t y p s e c t i o n s d g n

BASE COURSE

EXISTING AGGREGATE

BASE COURSE

4" AGGREGATE

SF-9.5A

SURFACE COURSE TYPE

2" BITUMINOUS CONCRETE

SF-9.5A

BASE COURSE TYPE

2" BITUMINOUS CONCRETE

1H:1V (TYP)

TYPE SF-9.5A

BASE COURSE OVERLAY

2" BITUMINOUS CONCRETE

BASE COURSE

NEW 4" AGGREGATE

EXISTING CONCRETE BOAT RAMP

D-21

N.T.S.

2’

RAMP CURB

EXISTING BOAT

BASE COURSE (TYP.)

EXISTING AGGREGATE

EXTENTS OF EXISTING PAVEMENT MILLING

RAMP CURB

EXISTING BOAT

RAMP CURB

EXISTING BOAT

PAVEMENT WIDENER @ BOAT RAMP

1H:1V

D-21

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SHEET 25 OF 46

SCALE: N.T.S.

INLET PROTECTION DETAIL

NOTES:

SILT FENCE INSTALLATION SHALL BE IN ACCORDANCE WITH NCDOT STANDARD NO. 1605.01.

THE STRUCTURE SHALL BE INSPECTED AFTER EACH STORM EVENT AND REPAIRS MADE AS NECESSARY.

CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER

POLLUTION ARE MINIMIZED.

THE SEDIMENT TRAP SHALL BE REMOVED AFTER THE SITE IS STABILIZED AND APPROVAL IS RECEIVED

FROM THE CONTRACTING OFFICER’S REPRESENTATIVE.

1.

2.

3.

4.

12"

5’

50’ +/-

SCALE: N.T.S.

SILT FENCE

24"

FILTER FABRIC

TYP.

12"

1’-6"

FILTER FABRIC

(GEOTEXTILE)

FILTER FABRIC

15" HDPE PIPE

15" HDPE PIPE

GROUND

EXISTING

STEEL POST (TYP.)

NO. 5 OR NO. 57 WASHED STONE

RIPRAP

CLASS B

s i t e d e t a i l s d g n

A A

PLAN VIEW SECTION A-A

TYP.

T Y

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TYP.

DROP INLET

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PIPE OUTLET PROTECTION

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SECTION A-A

PLAN

DETAIL

D-23 N.T.S.

2’(TYP.)

N.T.S.D-23

HANDICAP SYMBOL

34"

T

Y P

#4 REBAR, 2’ LONG

SPIKED IN PLACE WITH

IN PARKING SPACE -

WHEEL STOP CENTERED

2’

(TYP.)

#4 REBAR, 2’ LONG

SPIKED IN PLACE WITH

IN PARKING SPACE -

WHEEL STOP CENTERED

2’ O.C.

4" SOLID YELLOW STRIPES

8’

10’ (TYP.)

STRIPE (TYP.)

4" SOLID WHITE

DETAIL)

RE-INSTALLED. SEE

WHEEL STOPS (TO BE

10’ (TYP.)

SCALE: 1" = 20’

BOAT RAMP PARKING AREA

SCALE: 1" = 20’

PICNIC SHELTER PARKING AREA

STRIPE (TYP.)

4" SOLID WHITE10’

37’

POST

PINE

SOUTHERN

TREATED

PRESSURE

4"x 4"

SIGN R7-8

(TYP.)

GROUND

EXISTING

RESERVED PARKING SIGN DETAILS

1’-0"

PAVEMENT

EDGE OF

D-23

A

N.T.S.

B

D-23

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N

B O

CENTER OF PARKING SPACE.

NOTE: SIGN SHALL BE ALIGNED WITH

WHEEL STOPS (SEE DETAIL)

l d p m t m r k d g n

2-#4

2" CLR FROM EA

END OF STOP

4" 2"2"

ANCHOR PIN,

TYPICAL

1’-0"

ELEVATION

6" 6"6" 6"

1" DIA HOLE

FOR REBAR,

TYPICAL

#4 REBAR

A

A

SECTION A-A

N.T.S.

NEW PRECAST CONCRETE WHEEL STOP

(10 REQUIRED)

6’-0"

SEE DETAIL C/D-23

SYMBOL (TYP.)

WHITE HANDICAP

SEE DETAIL C/D-23

SYMBOL (TYP.)

WHITE HANDICAP

SIGN SEE A/D-23

RESERVED PARKING

SIGN SEE A/D-23

RESERVED PARKING

BY THE CONTRACTOR SHALL BE REPLACED AT NO COST TO THE GOVERNMENT.

WILL DETERMINE ANY TO BE UNSATISFACTORY FOR REUSE, WHEEL STOPS DAMAGED

EXISTING CONCRETE WHEEL STOPS THE CONTRACTING OFFICER’S REPRESENTATIVE

WHEEL STOPS" AS LISTED IN THE BIDDING SCHEDULE. PRIOR TO REMOVAL OF

SUM PRICE BID FOR "PAVEMENT MARKINGS, RESERVED PARKING SIGNS AND CONCRETE

INSTALLED. PAYMENT FOR CONCRETE WHEEL STOPS WILL BE INCLUDED IN THE LUMP

2. A QUANTITY OF TEN (10) NEW CONCRETE WHEEL STOPS WILL BE FURNISHED AND

PARKING SIGNS AND CONCRETE WHEEL STOPS" AS LISTED IN THE BIDDING SCHEDULE.

INCLUDED IN THE LUMP SUM PRICE BID FOR "PAVEMENT MARKINGS, RESERVED

1. PAYMENT FOR FURNISHING AND INSTALLING RESERVED PARKING SIGNS WILL BE

NOTES:

20’(TYP.)

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FRONT ELEVATION SIDE ELEVATION

SIGN R7-8

B

WASHER

NYLON

SIGN

ALUMINMUM PINE POST

SOUTHERN

TREATED.

PRESSURE

4"x 4"

HOLE

COUNTERSUNK

x 1"DEEP

1�" DIA

BOLT

CARRIAGE

GALV

�" DIA.

WASHER

NYLON

1�"x �"

WASHER

NUT

GALV.

PARKING

RESERVED

12"

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