W912BU23B0013 - Amendment 0001-Dwgs.pdf

PDF 4 MB Posted Aug 29, 2023

Attached to: W912BU23B0013 – Beach Nourishment of Oakwood Beach
Solicitation number: W912BU23B0013
Issued by: Department of the Army Corps of Engineers Engineering District Philadeplhia

About this file

Written by GovTribe AI · Dec 21, 2023

This document package includes drawings and plans related to a beach nourishment project in Oakwood Beach, New Jersey. The U.S. Army Corps of Engineers Engineering District Philadelphia is soliciting bids under number W912BU23B0013 to transport and place approximately 120,000 cubic yards of sand along a 1.9 mile stretch of beachfront between stations 98+00 and 127+31. The contractor will be responsible for pre- and post-placement surveys, installing and removing sand fencing, repairing any road damage from hauling operations, and restoring the staging area at the conclusion of the project. Bids are due by August 23, 2023, and the contractor must complete all work by November 15, 2023.

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Other files

File	Type	Posted
C.04 - Formal Bid Abstract-W912BU23B0013.pdf	PDF	Sep 22, 2023
W912BU23B0013 - Amendment 0002.pdf	PDF	Sep 12, 2023
W912BU23B0013-Amendment 0001-Specs.pdf	PDF	Aug 29, 2023
W912BU23B0013-Specs.pdf	PDF	Aug 18, 2023
W912BU23B0013-Dwgs.pdf	PDF	Aug 18, 2023

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2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

PHILADELPHIA

G-002

, N

G-

2 D

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2B U2

DRAWING INDEX

SHEET NUMBER DESCIPTION

GENERAL

G-001 COVER SHEET

G-002 DRAWING INDEX SHEET

CIVIL

C-001 GENERAL INFORMATION SHEET

C-002 SURVEY INFORMATION

C-003 GENERAL PLAN

C-101 PLAN - STA.164+65 TO STA. 195+00

C-102 PLAN - STA. 127+31 TO STA. 164+65

C-103 PLAN - STA. 98+00 TO STA. 127+31

C-301 TYPICAL SECTION AND DETAILS

C-302 CROSS SECTIONS

C-303 CROSS SECTIONS

REFERENCE DRAWINGS

RE-C-300 OUTFALL DETAILS

RE-C-301 OUTFALL DETAILS

RE-C-302 OUTFALL DETAILS

RE-1 TITLE SHEET

RE-2 ESTIMATE & DISTRIBUTION OF QUANTITIES

RE-3 EXISTING CONDITIONS PLAN

RE-4 CONSTRUCTION PLAN

RE-5 ROADWAY PROFILE

RE-6 SOIL EROSION & SEDIMENT CONTROL PLAN

RE-7 SOIL EROSION & SEDIMENT CONTROL PLAN

RE-8 CONSTRUCTION DETAILS

RE-9 CROSS-SECTIONS

RE-10 CROSS-SECTIONS

RE-11 CROSS-SECTIONS

RE-SHEET 5 BOARDWALK AND STAIRS SECTIONS AND DETAILS

STA. 100+00.00

STA. 105+30.00

STA. 110+25.00

STA. 115+01.50

STA. 120+20.00

STA. 125+59.97

STA. 130+00.01

STA. 134+85.01

STA. 140+00.01

STA. 144+80.01

STA. 149+98.54

STA. 154+75.02

STA. 159+70.00

STA. 164+69.91

STA. 169+79.80

STA. 174+99.70

STA. 179+64.71

STA. 184+69.72

STA. 190+49.70

195+00 190+00 185+00 180+00 175+00 170+00 165+00

160+00 155+00 150+00 145+00 140+00 135+00 130+00 125+00 120+00 115+00 110+00 105+00 100+00

STA. 197+00

N 268800.64 E 206768.53

STA. 190+50

N 268201.05 E 206519.11

STA. 184+70

N 267665.22 E 206297.13

STA. 175+00

N 266803.12 E 205852.84

STA. 169+80

N 266352.47 E 205593.58

STA. 164+70

N 265871.03 E 205425.63

STA. 159+70

N 265394.09 E 205275.85

STA. 154+75

N 264947.85 E 205061.67

STA. 149+98

N 264537.34 E 204819.78

STA. 144+80

N 264102.07 E 204537.97

STA. 140+00

N 263707.93 E 204264.01

STA. 134+85

N 263319.44

E 203925.92 STA. 125+60

N 262615.77 E 203325.49

STA. 120+20

N 262234.56 E 202943.07

STA. 115+00

N 261860.36 E 202584.16

STA. 110+25

N 261521.05

E 202249.61 STA. 105+30

N 261170.84

E 201899.79 STA. 101+00

N 260873.89 E 201588.79

STA. 98+00

N 260592.72 E 201484.13

STA. 100+00.00

STA. 105+30.00

STA. 110+25.00

STA. 115+01.50

STA. 120+20.00

STA. 125+59.97

STA. 130+00.01

STA. 134+85.01

STA. 140+00.01

STA. 144+80.01

STA. 149+98.54

STA. 154+75.02

STA. 159+70.00

STA. 164+69.91

STA. 169+79.80

STA. 174+99.70

STA. 179+64.71

STA. 184+69.72

STA. 190+49.70

195+00 190+00 185+00 180+00 175+00 170+00 165+00

160+00 155+00 150+00 145+00 140+00 135+00 130+00 125+00 120+00 115+00 110+00 105+00 100+00

STA. 197+00

N 268800.64 E 206768.53

STA. 190+50

N 268201.05 E 206519.11

STA. 184+70

N 267665.22 E 206297.13

STA. 179+65

N 267212.38 E 206073.60

STA. 175+00

N 266803.12 E 205852.84

STA. 169+80

N 266352.47 E 205593.58

STA. 164+70

N 265871.03 E 205425.63

STA. 159+70

N 265394.09 E 205275.85

STA. 154+75

N 264947.85 E 205061.67

STA. 149+98

N 264537.34 E 204819.78

STA. 144+80

N 264102.07 E 204537.97

STA. 140+00

N 263707.93 E 204264.01

STA. 134+85

N 263319.44

E 203925.92STA. 130+00

N 262948.60 E 203613.35

STA. 125+60

N 262615.77 E 203325.49

STA. 120+20

N 262234.56 E 202943.07

STA. 115+00

N 261860.36 E 202584.16

STA. 110+25

N 261521.05

E 202249.61 STA. 105+30

N 261170.84

E 201899.79 STA. 101+00

N 260873.89 E 201588.79

STA. 98+00

N 260592.72 E 201484.13

SURVEY AND CONSTRUCTION

BASELINE (TYP)

OBO-2

OBO-3

CWL COORDINATES

POINT NUMBER

NORTHING

260605.11

260571.74

260817.23

260801.24

260829.35

260822.93

260851.83

260926.74

260878.38

260867.37

260821.87

260889.95

260968.66

261147.14

261441.64

261593.74

261801.52

262249.59

262396.59

262539.07

262622.26

262776.58

262859.71

262810.70

262813.59

262862.62

262973.83

263301.47

263641.16

264029.54

264496.32

264943.38

265388.83

265709.66

265882.35

266343.58

266654.53

266940.84

267067.25

267062.21

267065.49

266992.56

267005.95

267007.46

266997.98

267068.89

267071.10

267075.79

267324.95

267692.65

268050.69

268203.38

268340.66

268708.34

268803.27

EASTING

201452.06

201538.48

201712.68

201736.91

201763.13

201785.84

201805.85

201701.97

201667.32

201686.59

201654.41

201601.09

201664.71

201880.94

202194.43

202350.10

202555.18

202969.92

203110.37

203239.76

203318.59

203473.90

203552.00

203603.09

203605.86

203554.74

203659.21

203946.90

204201.05

204487.55

204798.95

205070.04

205286.29

205372.41

205423.52

205629.71

205780.52

205924.29

205992.66

206002.01

206003.50

206157.24

206162.81

206159.10

206155.16

206005.67

206006.66

205997.28

206121.14

206278.61

206453.52

206517.79

206574.67

206730.84

206493.49

PRE/POST PLACEMENT CONDITION SURVEY PROFILE ORIGIN POINTS

STATION NORTHING EASTING AZIMUTH NORTH

100+00.00 260770.26 201550.22 -44.31 105+30.00 261170.84 201899.79 -44.31 110+25.00 261521.05 202249.61 -45.17 115+01.50 261859.29 202583.11 -45.80 120+20.00 262234.56 202943.07 -45.47 125+59.97 262615.77 203325.49 -46.76 130+00.01 262948.60 203613.35 -49.30 134+85.01 263319.44 203925.92 -49.41 140+00.01 263707.93 204264.01 -52.02 144+80.01 264102.07 204537.97 -56.06 149+98.54 264537.34 204819.78 -58.31 154+75.02 264947.85 205061.67 -61.93 159+70.00 265394.09 205275.85 -63.25 164+69.91 265871.03 205425.63 -64.42 169+79.80 266352.47 205593.58 -65.64 174+99.70 266803.12 205852.84 -64.18 179+64.71 267212.38 206073.60 -62.74 184+69.72 267665.22 206297.13 -65.66 190+49.70 268201.05 206519.11 -67.42

PRE/POST PLACEMENT CONDITION SURVEY PROFILE ORIGIN POINTS

2 3

4 5

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®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

PHILADELPHIA

C-002

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L C

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NORTH

PLAN

NOTES:

1. SEE SPECIFICATIONS FOR SURVEY CONTROL DESCRIPTION SHEETS.

2. PRE/POST CONDITION PLACEMENT SURVEY TO INCLUDE 100 FEET BEFORE AND AFTER PROJECT LIMITS.

1 PLAN - SURVEY INFORMATION1 PLAN - SURVEY INFORMATION

a a

SHEET C-101 SHEET C-102 SHEET C-103

OAKWOOD BEACH

NEW JERSEY

SALEM RIVER

SALEM FORT ELFSBORG ROAD

196+00 190+00 180+00 170+00

140+00

SHEET C-101 SHEET C-102 SHEET C-103

CONTRACTOR

STAGING AND ACCESS

130+00

120+00

160+00 150+00

FILL AREA

DELAWARE RIVER

TRUCK FILL ACCESS ROUTE (SEE NOTE 1)

110+00

100+00

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

PHILADELPHIA

C-003

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1 PLAN - GENERAL PLAN1 PLAN - GENERAL PLAN

NORTH

PLAN

NOTES:

1. CONTRACTOR RESPONSIBLE FOR ROADWAY DAMAGE ON THE TRUCK FILL ROUTE. SEE

SPECIFICATIONS FOR ROADWAY DAMAGE REPAIR.

STA. 120+20.00

STA. 125+59.97

RIVER LANEX X

X X

STA. 120+20.00

STA. 125+59.97

RIVER LANE

C-103

TOE OF SLOPE

STA. 125+60

92.67' LT SEAWARD EDGE

OF BERM

LANDWARD EDGE

OF BERM

EXIST SAND FENCE (TO REMAIN)

STA. 105+30

53.66' LT

SURVEY AND CONSTR (TYP)

SEAWARD EDGE

OF BERM

STA. 110+25

51.26' LT

LANDWARD EDGE

OF BERM

TOE OF SLOPE

INSTALL SAND FENCE

(SEE NOTE 4)

CONTRACTOR ACCESS

(SEE NOTE 3)

CONTRACTOR STAGING AREA

(PSE&G PARKING LOT)

(SEE NOTE 5)

BEGIN SAND FENCE

STA. 100+00

TIE INTO EXIST SAND FENCE

STA. 104+45

CONTRACTOR

WORK LIMIT (TYP)

STA. 120+20

50.89' LT

STA. 115+02

45.92' LT

TIE INTO EXIST

BERM AT EL. +6.0

STA. 98+00

STA. 100+00

23.52' LT

STA. 101+00

45.56' LT

FUTURE "FORT ELFSBORG ROAD DRAINAGE IMPROVEMENT PROJECT"

BY SALEM COUNTY LIMITS (SEE NOTE 6)

TRUCK FILL ACCESS ROUTE (SEE NOTE 6)

FORT ELFSBORG - SALEM RD

OBO-1

DELAWARE RIVER

FORT ELFSBORG - SALEM RD

RT E

ORG RD

ROUTE 625

APPROX. EXISTING

LANDWARD BERM98+00

99+00 100+00

101+00 102+00

103+00

104+00

105+00 106+00

107+00 108+00

109+00 110+00

111+00 112+00

113+00 114+00

115+00 116+00

117+00 118+00

119+00 120+00

121+00 122+00

123+00 124+00

125+00 126+00

127+00

4" WHITE PAVEMENT MARKING - 1230 LF

4" YELLOW PAVEMENT MARKING - 1230 LF

4" WHITE PAVEMENT MARKING - 1600 LF

4" YELLOW PAVEMENT MARKING - 1600 LF

END ROADWAY REPAIR (SEE NOTE 6)

END ROADWAY REPAIR

(SEE NOTE 6)

BEGIN ROADWAY REPAIR

(SEE NOTE 6)

STA 120+76

EXISTING PVC DRAINAGE PIPE

10 11 a

+7.0

A A

X X

XFP

+7.0

+5.0

+ 5.0 A A

CONTRACTOR

STAGING AREA

(PSE&G PARKING LOT, SEE NOTE 5)

EXIST. PUBLIC

ACCESS SIGN

EXIST. STONE AND

CONCRETE DIKE

CONTRACTOR

ACCESS

ADA PARKING

(SEE NOTE 5)

EXIST. WOOD RAMP

(SEE NOTE 3)

LANDWARD EDGE OF BERM

SEAWARD EDGE OF BERM

SAND FENCE

EXIST. WOOD GUIDERAIL

(TYP) (SEE NOTE 2)

99+00

100+00

101+00

102+00

103+00

BEGIN SAND FENCE

STA 100+00

INSTALL CHAIN LINK FENCE

FROM CWL 7 TO CWL 8

SEE SPECIFICATIONS.

REMOVE AND REINSTALL WOOD

GUIDERAIL

(SEE NOTE 3)

REMOVE AND REINSTALL

SIGNS

(SEE NOTE 3)

8 9

LANDWARD EDGE OF BERM

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

PHILADELPHIA

C-103

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+0 0 T

C-

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. 9 8+

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2B U2

S, A

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1 PLAN - STA. 98+00 TO STA. 127+311 PLAN - STA. 98+00 TO STA. 127+31

NORTH

PLAN

NOTES:

1. SEE SHEET C-001 FOR GENERAL NOTES AND LEGEND.

2. THE WOOD GUIDERAIL IS APPROXIMATELY 2 FEET HIGH AND IS MADE UP OF 6" X 6" POSTS SPACED AT 6' CENTER TO CENTER, WITH 2" X 8" WOOD BEAMS RUNNING BETWEEN THE POSTS. THE CONTRACTOR MAY TEMPORARILY REMOVE THE GUIDERAIL TO GAIN ACCESS TO THE SITE. AT THE CONCLUSION OF THE CONTRACT THE CONTRACTOR SHALL REINSTALL THE GUIDERAIL. ANY DAMAGE TO THE GUIDERAIL CAUSED BY THE CONTRACTOR SHALL BE REPAIRED AT NO

ADDITIONAL COST TO THE GOVERNMENT.

3. REMOVE ALL PARKING LOT SIGNAGE AND GUIDERAIL THROUGH THE ACCESS AREA. WOOD RAMP SHALL BE DISASSEMBLED AND HELICAL PILES SHALL BE PROTECTED DURING CONSTRUCTION. THE MAXIMUM ALLOWABLE CONSTRUCTION LOADING SURCHARGE IS 250 PSF. SEE REFERENCE DRAWING RE-SHEET 5 FOR DETAILS FOR THE WOOD RAMP. AT THE CONCLUSION OF THE PROJECT THE CONTRACTOR SHALL REINSTALL ITEMS AND RESTORE THE AREA. DAMAGE TO ANY ITEMS CAUSED BY THE CONTRACTOR SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE GOVERNMENT.

4. SAND FENCE SHALL BE INSTALLED PER THE DETAILS ON SHEET C-301. REMOVE ANY EXISTING SAND FENCE PRIOR TO INSTALLATION. SAND FENCE SHALL BE INSTALLED ALONG THE APPROXIMATE LOCATIONS SHOWN ON THIS SHEET. THE CONTRACTOR SHALL PROVIDE 5' OPENINGS IN THE SAND FENCE AT EVERY HOUSE ALONG SAND FENCE INSTALLATION LIMITS. EXACT LOCATION OF THE SAND FENCE AND THE OPENINGS WILL BE DETERMINED IN THE FIELD.

5. INSTALL 4" THICK GRAVEL OVER THE ENTIRE PSE&G PARKING LOT AT THE END OF THE CONTRACT, EXCEPT FOR THE PAVED HANDICAP PARKING AREA.

GRAVEL SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM SITE AND GRADE TRANSITIONS OVER 10 FT TO THE EXISTING PAVED AREAS AND SHALL BE APPROVED BY THE COR. SEE THE CONTRACT SPECIFICATIONS FOR RESTORATION OF PSE&G PARKING LOT. FOR BIDDING PURPOSES THE LOT AREA IS

APPROXIMATELY 880 SY.

6. CONTRACTOR RESPONSIBLE FOR ROADWAY DAMAGE ON THE TRUCK FILL ROUTE. SEE SPECIFICATIONS SECTION 32 11 10 FOR ROADWAY DAMAGE REPAIR.

SEE REFERENCE DRAWINGS RE-1 THRU 11 FOR THE "FORT ELFSBORG ROAD DRAINAGE IMPROVEMENT PROJECT" PLANS A FUTURE ROADWAY PROJECT BY

SALEM COUNTY.

7. REGRADE AS NECESSARY TO ELIMINATE RUTTING DUE TO CONSTRUCTION ACTIVITY AND RESTORE BEACH TO PRE PROJECT CONDITIONS BETWEEN

TEMPLATE FILL LOCATIONS.

8. DAMAGED SAND FENCE TO BE REPLACED WHERE NECESSARY. LOCATIONS TO BE APPROVED BY COR.

C H

E M

N E

R E:

C -1

-1

NORTH

PLAN

2 DETAIL - CONTRACTOR STAGING AND ACCESS AREA2 DETAIL - CONTRACTOR STAGING AND ACCESS AREA

-700 -600 -500 -400 -300 -200 -100 0 100 -20

-10

DISTANCE FROM BASELINE (FEET)

STATION 125+59.97

T (N

-700 -600 -500 -400 -300 -200 -100 0 100 -20

-10

MHW EL +2.55

MLW EL -2.79

DISTANCE FROM BASELINE (FEET)

STATION 120+20.00

T (N

-700 -600 -500 -400 -300 -200 -100 0 100 -20

-10

DISTANCE FROM BASELINE (FEET)

STATION 115+01.50

T (N

-700 -600 -500 -400 -300 -200 -100 0 100 -20

-10

DISTANCE FROM BASELINE (FEET)

STATION 110+25.00

T (N

-700 -600 -500 -400 -300 -200 -100 0 100 -20

-10

DISTANCE FROM BASELINE (FEET)

STATION 105+30.00

T (N

-700 -600 -500 -400 -300 -200 -100 0 -20

-10

DISTANCE FROM BASELINE (FEET)

STATION 100+00.00

T (N

-700 -600 -500 -400 -300 -200 -100 0 100 -20

-10

DISTANCE FROM BASELINE (FEET)

STATION 130+00.01

T (N

-700 -600 -500 -400 -300 -200 -100 0 100 -20

-10

DISTANCE FROM BASELINE (FEET)

STATION 134+85.01

T (N

-700 -600 -500 -400 -300 -200 -100 0 100 -20

-10

DISTANCE FROM BASELINE (FEET)

STATION 140+00.01

T (N

LEGEND

SURVEY

MHW EL +2.55

MLW EL -2.79

MHW EL +2.55

MLW EL -2.79

MHW EL +2.55

MLW EL -2.79

MHW EL +2.55

MLW EL -2.79

MHW EL +2.55

MLW EL -2.79

MHW EL +2.55

MLW EL -2.79

MHW EL +2.55

MLW EL -2.79

MHW EL +2.55

MLW EL -2.79

BEACHFILL TEMPLATE

EXISTING GROUND

MEAN HIGH WATER (MHW) (APPROX.)

MEAN LOW WATER (MLW) (APPROX.)

SURVEY BASELINE

LEGEND

BEACHFILL TEMPLATE (NO FILL)

STA. 98+50

· BEGIN FILL

· TAPER BERM TO EXIST

GROUND (EL. +6.0)

EXIST GROUND (TYP)

BEACHFILL TEMPLATE (TYP)

BEACHFILL TEMPLATE

FILL NOT REQUIRED (TYP)

STA. 130+00

· END FILL

· TAPER BERM TO EXIST

GROUND (EL. +6.0)

EXIST GROUND (SEE NOTE 4)

EXIST 12" DIA. RCP

EXIST 12" CHECK VALVE

EXIST 12" DIA. DIP

INVERT EL +2.36

STA. 132+54

· EXISTING 12" Ø DIP OUTFALL PIPE ON

TIMBER PILE BENTS @ 18' ± C.C.

CWL

EXIST 4" CHECK VALVE

EXIST 4" DIA. PVC PIPE

INVERT EL +2.02

STA. 120+76

· EXISTING 4" Ø PVC OUTFALL PIPE

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

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SHEET NUMBER

D W

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B Y:

PHILADELPHIA

C-303

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NOTES:

1. SEE SHEET C-001 FOR GENERAL NOTES AND LEGEND.

2. THE INFORMATION DEPICTED ON THESE CROSS SECTIONS ARE THE RESULTS OF SURVEYS MADE IN APRIL 2023 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.

3. SEE SHEET C-301, DETAIL 1 FOR TYPICAL BEACHFILL SECTION DETAIL.

4. CONTRACTOR SHALL ENSURE PRECON SURVEY CAPTURES EXISTING GROUND BEYOND FILL TEMPLATE.

5. MINIMUM BEACHFILL TEMPLATE IS SHOWN ON ALL SECTIONS. IF EXISTING GRADE IS ABOVE TEMPLATE NO

BEACHFILL IS REQUIRED AT THIS LOCATION.

6. EXISTING OUTFALL PIPES ARE REPRESENTATIVE OF THE AS-BUILT DRAWING DETAILS SHOWN IN THE REFERENCE DRAWINGS (RE-C-300 THROUGH RE-C-302) AND CAN ONLY BE CONSIDERED AS CONDITIONS

AT THE TIME. CONTRACTOR TO VERIFY THE LOCATIONS OF THE OUTFALL PIPES.

V: 10 5 0 10 20

50 0 100 200H: 100

SCALE IN FEET

Sheets and Views

G-002 DRAWING INDEX SHEET

C-002 SURVEY INFORMATION

C-003 GENERAL PLAN

C-103 PLAN - STA. 98+00 TO STA. 127+31

C-303 CROSS SECTIONS

RE-SHEET 5 BOARDWALK AND STAIRS SECTIONS AND DETAILS

File details come from the government source that posted it. Updated Aug 29, 2023.