Amdt004FishPassagePLANS.pdf
PDF 30 MB Posted
- Solicitation number
- W912HN-10-B-0018
About this file
Revised Plans.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Bid Abstract.pdf | ||
| Amendment 0005.pdf | ||
| 10-B-0018-List of Attendee.pdf | ||
| 10-B-0018 4ConformedFront-end.pdf | ||
| Amendment 0004.pdf | ||
| Amendment 0003.pdf | ||
| Amendment 0002.pdf | ||
| Amendment 0001.pdf | ||
| SPECIFICATIONS.pdf | ||
| CapeFearFishPassage_Plans.pdf |
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Rick.Bushaw Sign Seal and Date
H C
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PUMP
FIR
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SWAMP
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W Y. 8
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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
G A
G E
GATE
GATE
RIPRAP
R
IP
R A P
R
IP
R A P
G A T E
S T A T E
R
O A D
G A T E
RIPRAP
N C
H
W Y
S L
A B
C O
N C
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
V A
L V
E
P O
T A B L
W A T E R
U.G. ELEC.
G E
N E R
A T
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ELE
V. +
FT.
UP
PER
POOL
D A
M
C A P
F E
R R I
V E R
11.
10.
9.
8.
7.
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
C H
A
IN
L
IN
K
F E
N C
E
C H
IN
K
F
E N
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
P
TYP.
DROP INLET
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A
PIPE OUTLET PROTECTION
A
M I
N
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
R A
M P
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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PR
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FI
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VI
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B Y:
DR
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CO
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PLATE
NUMBER
SY
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BO
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SI
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B Y:
CH
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F, D
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SE
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HC
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BP
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LD
5-
-0
FI
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SHEET 41 OF 46
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R-10 PLAN AND DETAILS.dwf
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SHEET 42 OF 46
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R-11 BORINGS.dwf
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SHEET 43 OF 46
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R-12 BORING LOGS.dwf
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SHEET 44 OF 46
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R-13 BOREHOLE LOGS.dwf
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SHEET 45 OF 46
R-
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R-14 BORE HOLE LOGS.dwf
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HEADWATER / TAILWATER PROFILE
N.T.S.
USGS SURFACE WATER DATA
N.T.S.
SUMMARY STATISTICS
N.T.S.
CONTRACTOR NOTES REGARDING CAPE FEAR RIVER HYDROLOGY:
1. INFORMATION REGARDING CAPE FEAR WATER GAGE LEVELS AND HISTORICAL FLOW RATES
ARE PROVIDED FOR CONTRACTOR INFORMATION AND ARE TO BE USED FOR GENERAL
GUIDANCE AND FOR SCHEDULING OF CONSTRUCTION ACTIVITIES.
2. CONTRACTORS ARE TO BE AWARE THAT CERTAIN CONSTRUCTION ACTIVITIES AND
CONSTRUCTION EFFICIENCIES WILL BE DEPENDENT ON LOW FLOW RATES AND LOW POOL
ELEVATIONS.
3. PERIODS OF HIGHER FLOW RATES MAY NOT BE CONDUCIVE TO EVERY CONSTRUCTION
ACTIVITY REQUIRED TO COMPLETE THE PROJECT.
4. CONTRACTORS ARE TO UTILIZE EXTREME CAUTION WHEN WORKING ABOVE ANY ROCK
MATERIALS PLACED DUE TO POTENTIAL FOR ROCK SHIFTING, UNSTABLE SLOPES, AND FAST
FLOWING WATER.
5. CONTRACTORS ARE TO MAKE THEIR OWN DETERMINATION AND WILL BE RESPONSIBLE FOR
PROVIDING SAFE WORKING CONDITIONS FOR THEIR WORKERS AND EQUIPMENT BASED ON
THEIR OWN DETERMINATIONS AND FIELD CONDITIONS AT THIS PARTICULAR JOBSITE.
CONTRACTORS ARE TO BE AWARE OF THE POTENTIAL FOR RAPID CHANGES IN RIVER FLOW
RATES AND ARE TO PROTECT WORKERS AND EQUIPMENT ACCORDINGLY.
6. IF CONTRACTORS DEVELOP AND CHOOSE AN INSTALLATION METHOD UTILIZING LARGE
EXCAVATING BACKHOES ( OVER 100,000 LB. MINIMUM OPERATING WEIGHT) OPERATING ON
TOP OF PLACED STONE TO SET ARMOR STONE, WEIR STONES, OR TO EXCAVATE POOLS, A
MAXIMUM RIVER FLOW RATE OF LESS THAN 2,500 CFS IS SUGGESTED FOR OPERATION
WITHIN SHALLOW WETTED AREAS. THIS MAXIMUM FLOW RATE GUIDANCE IS BASED ON
CONSTRUCTION EXPERIENCE ON OTHER RIVERS WHERE SIMILAR PROJECTS HAVE BEEN
CONSTRUCTED. R-15
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SHEET 46 OF 46
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R-15 SUMMARY DATA.dwf
| G-00 COVER SHEET.pdf |
| G-01 INDEX OF DRAWINGS.pdf |
| G-02 GENERAL NOTES.pdf |
| G-03 LOCATION & VICINITY MAP.pdf |
| D-01 STAGING AREA.pdf |
| D-02 EROSION CONTROL PLAN.pdf |
| D-03 DEMOLITION PLAN.pdf |
| D-04 SURVEY CONTROL PLAN.pdf |
| D-05 EXISTING CONDITIONS PLAN.pdf |
| D-06 OVERALL PROJECT SITE PLAN.pdf |
| D-07 ROCK ARCH SITE PLAN.pdf |
| D-08 COORDINATE AND GEOMETRIC PLAN.pdf |
| D-09 ROCK ARCH SECTIONS.pdf |
| D-10 ROCK ARCH SECTIONS.pdf |
| D-11 ROCK ARCH SECTIONS.pdf |
| D-12 ROCK ARCH SECTIONS.pdf |
| D-13 ROCK ARCH SECTIONS.pdf |
| D-14 ROCK ARCH SECTIONS.pdf |
| D-15 ROCK ARCH SECTIONS.pdf |
| D-16 ROCK ARCH SECTIONS.pdf |
| D-17 ROCK ARCH SECTIONS.pdf |
| D-18 ROCK ARCH SECTIONS.pdf |
| D-19 DETAILS.pdf |
| D-20 PAVING AND DRAINAGE PLAN.pdf |
| D-21 TYPICAL SECTIONS.pdf |
| D-22 DETAILS.pdf |
| D-23 PAVEMENT MARKING.pdf |
| S-01 RETAINING WALL PLAN AND ELEVATION.pdf |
| S-02 RETAINING WALL SECTIONS.pdf |
| S-03 RETAINING WALL DETAILS.pdf |
| S-04 FLOW DEFLECTION SHEETING.pdf |
| R-01 BOUNDARY SURVEY |
| R-02 PLAN ELEVATIONS |
| R-03 PILING |
| R-04 TIMBER DAM |
| R-05 ABUTMENT |
| R-06 ABUTMENT DETAIL |
| R-07 COFFER ANCHOR |
| R-08 DAM DETAILS |
| R-09 LOCK DETAIL |
| R-10 PLAN AND DETAILS |
| R-11 BORINGS |
| R-12 BORING LOGS |
| R-13 BOREHOLE LOGS |
| R-14 BORE HOLE LOGS |
| R-15 SUMMARY DATA |
File details come from the government source that posted it. Updated .