W912BU23B0013-Dwgs.pdf

PDF 14 MB Posted Aug 18, 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 outlines a federal contract opportunity for beach nourishment services. The solicitation number is W912BU23B0013 and is being issued by the Department of the Army Corps of Engineers Engineering District Philadelphia for beach nourishment services at Oakwood Beach. Responses to the solicitation are due by the date listed on the W912BU23B0013-Dwgs.pdf file, which provides additional details on the required scope of services. Beach nourishment will involve depositing sand onto the shoreline to replace sand losses and restore the beach. The award date and any other contractual terms are presumably included in the 14MB PDF file referenced in the document.

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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 - Amendment 0001-Dwgs.pdf	PDF	Aug 29, 2023
W912BU23B0013-Specs.pdf	PDF	Aug 18, 2023

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®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

SOLICITATION NO:

CONTRACT NO:

ISSUE/SUBMITTAL DATE:

G-001

, N

2B U2

PHILADELPHIA

BEACH NOURISHMENT

SALEM COUNTY, NEW JERSEY

OAKWOOD BEACH

07AUG2023

W912BU23B0013

SUBMITTED:

APPROVED:

CHIEF, ENGINEERING AND CONSTRUCTION DIVISION

CHIEF, ENGINEERING BRANCH

BARBARA F. MOFFATT P.E

THIS PROJECT WAS DESIGNED BY THE

PHILADELPHIA DISTRICT OF THE U.S.

ARMY CORPS OF ENGINEERS. THE

INITIALS OR SIGNATURES AND

REGISTRATION DESIGNATIONS OF

INDIVIDUALS APPEAR ON THESE

PROJECT DOCUMENTS WITHIN THE

SCOPE OF THEIR EMPLOYMENT AS

REQUIRED BY ER 1110-1-8152. ANDREW J. SCHWAIGER, P.E.

LOCATION MAP

OF WORK

LOCATION

NTS

OF PROJECT

LOCATION

VICINITY MAP

SCALE IN MILES

10 5 10 20 40

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

dw g

2B U2

DRAWING INDEX

SHEET NUMBER SHEET TITLE

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

X-1011

VIEW NAME

MATCHLINE MATCHLINE

RE: X-XXX RE: X-XXX

X-101

CONTRACTOR ACCESS

SURVEY BASELINE

OUTFALL PIPE

STATION

OFFSET

STONE GROIN

40+00

VIBRACORE BORING LOCATION

FILL SLOPE AND BERM LINE

TIMBER GROIN

VEGETATION

CONTRACTOR WORK LIMIT

SAND FENCE

MEAN LOW WATER LINE

MEAN HIGH WATER LINE

CONTRACTOR STAGING/

STORAGE AREA

20' CONTOUR LINE

TIDAL REFERENCE (REEDY POINT, DE)

MLW

NAVD 88

-2 .79

+2 .55

MHW

CLOUD

REVISION & AMENDMENT

CLOUD AND SYMBOL

REVISION SYMBOL

(NUMERIC)

AMENDMENT SYMBOL

(ALPHA)

1 a

SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

HORIZONTAL AND VERTICAL CONTROL

MARKER

LINE TYPE LEGEND

BEACHFILL PLAN SYMBOLS LEGEND

SCALE=NTS

SEAWARD EDGE OF BERM

STATION OFFSET

VIEW TITLE SYMBOL SECTION CUT SYMBOL

VIEW IDENTIFICATION NUMBER

VIEW NAME

DIRECTION OF VIEW

CALLOUT SYMBOL

CALLOUT AREA VIEW

MATCHLINE SYMBOL

CALLOUT IDENTIFICATION

NUMBER

DETAIL SHEET

REF NUMBER

DRAWING SHEET

MATCHING REFERNECE

NUMBER

DRAWING SHEET SYMBOLS

GRAPHIC BAR SCALE SYMBOLS

PRIMARY

SCALE

EXTENSION

SCALE

SECTION IDENTIFICATION NUMBER

DETAIL SHEET

REF NUMBER

X X X X

PRIMARY

SCALE

EXTENSION

SCALE

V: X X X X X

X X X XH: X

SCALE IN FEET/METERS

(SINGLE SCALE, SCALE BAR)

SCALE IN FEET/METERS

(HORIZONTAL/VERTICAL SCALE BAR)

DIRECTION OF MAGNETIC

NORTH NNORTH

PLAN

MAGNETIC

NORTH

PLAN

NORTH

NORTH SYMBOLS

ABBREVIATIONS

ABBRV DESCRIPTION ABBRV DESCRIPTION ABBRV DESCRIPTION

AD AREA DRAIN FDN FOUNDATION PSI POUNDS PER SQUARE INCH

ADDL ADDITIONAL FF FINISHED FLOOR PVI POINT OF VERTICAL INFLECTION

AFF ABOVE FINISHED FLOOR FIN FINISH RAD RADIUS

BD BOARD FL FLOOR REINF REINFORCEMENT

BIT BITUMINOUS FM FORCE MAIN REM REMOVABLE

BL or BASE LINE FT FOOT, FEET ROW RIGHT OF WAY

BLDG BUILDING FTG FOOTING S SOUTH

BM BEAM G GROUND SCH SCHEDULE

BMP BEST MANAGEMENT PRACTICE GOVT GOVERNMENT SECT SECTION

BOT BOTTOM GR GRADE SPEC SPECIFICATION

BVCE BEGINNING OF VERTICAL CURVE ELEVATION HORIZ HORIZONTAL SPRT SUPPORT

BVCS BEGINNING OF VERTICAL CURVE STATION HS HIGH STRENGTH SQ SQUARE

CL or CENTERLINE HT HEIGHT SST STAINLESS STEEL

CMU CONCRETE MASONRY UNIT HVY HEAVY STA STATION

CO CLEAN OUT IN INCH STD STANDARD

COL COLUMN INSUL INSULATION, INSULATED STRUCT STRUCTURAL

CONC CONCRETE IINT INTERIOR SUSP SUSPENDED

CONSTR CONSTRUCTION INV INVERT SYS SYSTEM

CONT CONTINUOUS LL LIVE LOAD TEMP TEMPORARY

CTRL CONTROL LP LOW POINT TD TRENCH DRAIN

CWL CONTRACTOR WORK LIMITS LT LIGHT TDO TRENCH DRAIN OUTLET PIPE

DET DETAIL LVC LENGTH OF VERTICAL CURVE TELE TELEPHONE

DGA DENSE GRADED AGGREGATE JCT JUNCTION TOPO TOPOGRAPHY

DIA DIAMETER MATL MATERIAL TYP TYPICAL

DIM DIMENSION MAX MAXIMUM UD UNDERDRAIN

DL DEAD LOAD MIN MINIMUM UDO UNDERDRAIN OUTLET PIPE

DWG DRAWING MISC MISCELLANEOUS UE UNDERGROUND ELECTRIC

E EAST N NORTH UGND UNDERGROUND

EA EACH NLT NOT LESS THAN UNO UNLESS NOTED OTHERWISE

ECM EROSION CONTROL MAT NTS NOT TO SCALE UOP UNDERDRAIN OUTLET PIPE

EJ EXPANSION JOINT OC ORIGINAL CONSTRUCTION UXO UNEXPLODED ORDINANCE

EL ELEVATION OD OUTSIDE DIAMETER VB VINYL BASE

ELEC ELECTRIC OH OVERHEAD VC VERTICAL CURVE

EOP EDGE OF PAVEMENT OPG OPENING VCT VINYL COMPOSITION TILE

EOS EDGE OF SHOULDER OPP OPPOSITE VOL VOLUME

EQ EQUAL PC POINT OF CURVE VERT VERTICAL

EQUIP EQUIPMENT PD PAVEMENT DRAIN VTR VENT THROUGH ROOF

EXH EXHAUST PI POINT OF INFLECTION W/ WITH

EXIST or (E) EXISTING PIV POST INDICATOR VALVE W WEST

EXP EXPANSION, EXPOSED POT POINT OF TANGENT WL WATER LEVEL

EXP JT EXPANSION JOINT PMP PROBABLE MAXIMUM PRECIPITATION WS WATER SURFACE

EXT EXTERIOR PNL PANEL W/O WITHOUT

FIG FIGURE SINGLE PSF POUNDS PER SQUARE FOOT

GENERAL NOTES:

1. ELEVATIONS ARE EXPRESSED IN FEET AND TENTHS AND REFER TO THE NORTH AMERICAN VERTICAL DATUM (NAVD) 1988.

2. HORIZONTAL CONTROL IS REFERENCED TO THE NEW JERSEY STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM 1983 (NAD 1983).

3. THE EXISTING MHW AND MLW LINES ARE APPROXIMATED FROM SURVEYS CONDUCTED IN APRIL 2023.

4. ALL DIMENSIONS, LOCATIONS, AND ELEVATIONS OF EXISTING STRUCTURES SHOWN ON THE CONTRACT DRAWINGS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR . ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ENGINEER BEFORE

PROCEEDING WITH THE WORK.

5. THE CONTRACTOR WORK LIMIT AND LIMIT OF DISTURBANCE ARE COINCIDENT. SEE SHEETS C-101 THROUGH C-103 FOR THE CWL LINE.

SEE SHEET C-002 FOR CLW COORDINATE TABLE.

6. ALL STATION/OFFSET REFERENCES ARE PERPENDICULAR TO THE SURVEY & CONSTRUCTION BASELINES. ORIGIN POINTS AND AZIMUTHS FOR ALL SURVEY LINES ARE SHOWN ON SHEET C-002. CROSS SECTIONS ARE DISPLAYED ALONG THE AZIMUTH ANGLE OF THE PROFILE

LINES AT EACH LOCATION.

7. THE EXISTING BEACH PROFILES SHOWN ARE A RESULT OF SURVEYS CONDUCTED IN APRIL 2023 AND CAN ONLY BE CONSIDERED REPRESENTATIVE OF THE CONDITIONS OCCURRING AT THAT TIME. SITE CONDITIONS ARE DYNAMIC IN NATURE AND TOPOGRAPHY AND

BATHYMETRY MAY DIFFER FROM THAT SHOWN ION THE CONTRACT DRAWINGS.

8. ALL BEACHFILL MATERIAL SHALL BE OBTAINED AND TRANSPORTED UTILIZING A LAND ROUTE APPROVED BY THE COR AND AS SPECIFIED IN THE SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE TO THE ROAD AS SPECIFIED IN THE

SPECIFICATIONS.

9. COORDINATE ACCESS TO THE WORK AND STAGING AREA LOCATIONS WITH THE COR. THE STAGING AND ACCESS AREA SHOWN ON

THESE DRAWINGS MAY BE ADJUSTED BY THE CONTRACTING OFFICER.

10. PROTECT EXISTING OUTFALL PIPES, GROINS, JETTY, PIERS, PAVILIONS, BULKHEADS, AND STONE SEAWARD BULKHEADS DURING CONSTRUCTION. ANY DAMAGE TO THESE FEATURES SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE GOVERNMENT. ALL DAMAGE TO EXISTING STRUCTURES CAUSED BY THE CONTRACTOR SHALL BE REPAIRED IN ACCORDANCE WITH PROJECT SPECIFICATIONS.

11. THE CONTRACTOR MAY ENCOUNTER LOCATIONS THAT REQUIRE THE PLACEMENT OF SAND OVER AND UP AGAINST EXISTING CONCRETE SEAWALLS, STEPS, TIMBER AND STEEL BULKHEADS, STONE RIPRAP, OUTFALL PIPES AND OTHER EXISTING FEATURES. DURING THE PLACEMENT OF THIS SAND THE CONTRACTOR SHALL NOT DRIVE OR PLACE ANY EQUIPMENT DIRECTLY OVER THESE STRUCTURES. THE SAND SHALL BE PUSHED FROM THE SEAWARD SIDE, OVER AND UP AGAINST THESE STRUCTURES. A MINIMUM OF FIVE FEET OF FILL SHALL BE PLACED BEFORE USE OF ANY EQUIPMENT OVER TOP OR ACROSS THESE FEATURES CAN OCCUR. ALL DAMAGE TO THESE STRUCTURES CAUSED BY THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE

GOVERNMENT.

12. CLEAR AND GRUB THE EXTENTS OF THE PROJECT FROM STATION 98+50 TO STATION 194+00. THE CONTRACTOR SHALL REMOVE DEBRIS AND VEGETATION WITHIN THE CWL AS NECESSARY TO SAFELY ACCESS AND PLACE FILL MATERIAL AT NO ADDITIONAL COST TO THE GOVERNMENT. SEE DETAILS 4 & 5 ON SHEET C-301 FOR IMAGE OF THE TREE DEBRIS AND VEGETATION ON THE BEACH. DO NOT COMMENCE BEACHFILL UNTIL THE CLEARED BEACH HAS BEEN APPROVED BY THE COR. FOR BIDDING PURPOSES CONTRACTOR SHALL ASSUME 146,186 SY OF CLEARING AND GRUBBING WHICH REPRESENTS THE AREA FROM THE SAND FENCE LINE TO MLWL FROM STATION 98+50 TO STATION 194+00. ANY SAND FENCE DAMAGED DURING CLEARING AND GRUBBING SHALL BE REPLACED AT NO ADDITIONAL

COST TO THE GOVERNMENT.

13. REPAIR DAMAGED SECTIONS OF THE TRUCK FILL ROAD (FORT ELFSBORG ROAD) AS SPECIFIED IN SPECIFICATION 32 11 10.

OBO-3

BORING LOCATION

DRV-43PUBLIC ACCESS SIGN

ADA ACCESS SIGN

MHW

MLW

BUOY MARKERS

CROSS SECTION LINE TYPE

LEGEND

BEACHFILL TEMPLATE (NO FILL)

EXISTING GROUND

MEAN LOW WATER LINE

MEAN HIGH WATER LINE

BEACHFILL TEMPLATE

MHW

MLW

TRUCK ROUTE TO BE REPAIRED

CONTRACTOR WORK LIMIT POINT

REFERENCE NUMBER/POINT LOCATION

XXX

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-001

, N

L I

2B U2

A D

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

260697.98

260908.97

260867.45

260845.58

260801.24

260829.35

260822.93

260851.83

260926.74

260912.34

260942.90

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

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

268340.66

268708.34

EASTING

201452.06

201538.48

201628.66

201617.87

201684.78

201669.70

201736.91

201763.13

201785.84

201805.85

201701.97

201689.80

201650.83

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

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

206574.67

206730.84

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

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-002

, N

G-

3 S

dw g

2B U2

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

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

110+00

130+00

120+00

100+00

160+00 150+00

FILL AREA

DELAWARE RIVER

TRUCK FILL ACCESS ROUTE (SEE NOTE 1)

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

, N

L P

G-

4 G

dw g

2B U2

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.

X X

X X X

X X

X X X X X X X X X X X X X X X X X

X X

X X X X

X X

X X X

X X

X X X X X X X X X X X X X X X X X

X X

X X X X

MLW

MHW

TIE INTO EXIST

BERM AT EL. +6.0

STA. 190+50

68.39' LT TOE OF SLOPE LANDWARD EDGE

OF BERM

SEAWARD EDGE

OF BERM

SURVEY AND CONSTR (TYP)

EXIST PUBLIC ACCESS

AND ADA SIGNS

EXIST OUTFALL

INVERT EL. 2.61 (NAVD 88)

EXIST ADA PUBLIC ACCESS WALKWAY

(TO REMAIN) EXIST OUTFALL

INVERT EL: -2.58' (NAVD 88)

STA. 169+80

58.82' LT

LANDWARD EDGE

OF BERM

SEAWARD EDGE

OF BERM

TOE OF SLOPE

CONTRACTOR WORK

LIMIT (TYP)

STA. 194+00

2.92' LT

TIE INTO EXIST

BERM AT EL. +6.0

STA. 181+00

13.77' LT

STA. 175+00

7.21' LT

TIE INTO EXIST

BERM AT EL. +6.0

STA. 184+70

94.06' LT

DELAWARE RIVER

SLAPE AVENUE

LOCUST AVENUESC

DELAWARE RIVER

SLAPE AVENUE

LOCUST AVENUESC

165+00

166+00

167+00

168+00

169+00 170+00171+00172+00173+00174+00175+00176+00177+00178+00179+00180+00

181+00 182+00

183+00 184+00

185+00 186+00

187+00 188+00

189+00 190+00

191+00 192+00

193+00 194+00

195+00 196+00

196+99

EXIST PIER (TO REMAIN)

495051

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-101

, N

T O

C-

1 P

- S

.16

T O

.dw g

2B U2

1 PLAN - STA. 164+65 TO STA. 195+001 PLAN - STA. 164+65 TO STA. 195+00

NORTH

PLAN

NOTES:

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

2. REGRADE AS NECESSARY TO ELIMINATE RUTTING DUE TO CONSTRUCTION ACTIVITY AND RESTORE BEACH TO PRE

PROJECT CONDITIONS BETWEEN TEMPLATE FILL LOCATIONS

3. 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

N40°51'24"E

N40°07'34"E

N41°01'57"E

N34°48'04"EN32°55'15"EN30°30'31"E

N25°38'23"E

N17°26'03"E

YERKES LANE

SHAD ROE LANE

BENDER ROAD

X X

X X X X X

X X X X X X X X X X X X X X X X X X

X X

X X X X X X

X X

X N40°51'24"E

N40°07'34"E

N41°01'57"E

N34°48'04"EN32°55'15"EN30°30'31"E

N25°38'23"E

N17°26'03"E

YERKES LANE

SHAD ROE LANE

BENDER ROAD

X X

X X X X X

X X X

MLW

MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW

MLW

MHW

MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW

MHW

STA. 164+70

70.26' LT

LANDWARD EDGE

OF BERM

EXIST SAND

FENCE TO REMAIN (TYP)

EXIST OUTFALL

INVERT EL. -2.76 (NAVD 88)

EXIST PUBLIC

ACCESS SIGN

EXIST OUTFALL

INVERT EL. -2.07 (NAVD 88)

SURVEY AND CONSTR (TYP)

EXIST OUTFALL

INVERT EL. +2.36 (NAVD 88)

EXIST PUBLIC ACCESS WALKWAY

(TO REMAIN)

EXIST PUBLIC ACCESS SIGN

CONTRACTOR WORK

LIMIT (TYP)

TOE OF SLOPE

SEAWARD EDGE

OF BERM

TIE INTO EXIST

BERM AT EL. +6.0

STA. 160+00

0.75' LT

TIE INTO EXIST

BERM AT EL. +6.0

STA. 130+00

15.00' RT

DELAWARE RIVER

LOCUST AVENUE SOUTH LOCUST AVENUE

DELAWARE RIVER

LOCUST AVENUE SOUTH LOCUST AVENUE

SOUTH LOCUST AVENUE

RT E

ORG RD

SALEM FORT ELFSBURG RD.

TRUCK FILL ACCESS ROUTE (SEE NOTE 6)

128+00 129+00

130+00 131+00

132+00 133+00

134+00 135+00

136+00 137+00

138+00 139+00

140+00141+00142+00143+00144+00145+00146+00147+00148+00149+00150+00151+00152+00153+00154+00155+00 156+00

157+00 158+00

159+00 160+00

161+00

162+00

163+00

164+00

BEGIN ROADWAY REPAIR

(SEE NOTE 6)

EXIST PIERS

(TO REMAIN)

EXIST PILES TO BE REMOVED

(SEE NOTE 4)

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

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PHILADELPHIA

C-102

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1 PLAN - STA. 127+31 TO STA. 164+651 PLAN - STA. 127+31 TO STA. 164+65

NORTH

PLAN

NOTES:

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

2. REGRADE AS NECESSARY TO ELIMINATE RUTTING DUE TO CONSTRUCTION ACTIVITY AND RESTORE

BEACH TO PRE PROJECT CONDITIONS BETWEEN TEMPLATE FILL LOCATIONS.

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

4. THE EXISTING PIERS SHALL BE CUT AND REMOVED TO A DEPTH OF 3 FT BELOW EXISTING GRADE.

C H

E M

N E

R E:

C -1

-1

C H

E M

N E

R E:

C -1

-1

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

MLW

MLW MLW MLW MLW

MHW

MHW MHW MHW MHW

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)

+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

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

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

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G . S

C O

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SHEET NUMBER

D W

N B

B Y:

PHILADELPHIA

C-103

, N

+0 0 T

C-

3 P

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.dw g

2B U2

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. CONSTRUCT A STONE ACCESS RAMP OVER THE STONE AND CONCRETE DIKE TO GAIN ACCESS TO THE BEACH. AT THE CONCLUSION OF THE PROJECT THE CONTRACTOR SHALL REMOVE THE ACCESS RAMP. DAMAGE TO THE STONE AND CONCRETE DIKE 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.M

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C -1

-1

NORTH

PLAN

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

-10

-20

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

-20

-10

LANDWARD EDGE OF BERM

(SEE NOTE 3)

SEAWARD EDGE OF BERM

TOE OF SLOPE

ELEV. +6.0

SURVEY

MHW EL +2.55

MLW EL -2.79

VARIES

SEE PLAN VIEWS VARIES

(50' MIN EXCEPT IN TAPERED AREAS)

(SEE PLAN VIEWS)

DISTANCE FROM BASELINE (FEET)

T (N

SAND FENCE

(SEE NOTE 2)

BEACHFILL TEMPLATE

CONTRACTOR WORK LIMIT VARIES

(SEE NOTE 3)

EXISTING GROUND

CWL

WOOD POST

LANDWARD EDGE OF BERM

SAND FENCE

(SEE NOTE)

7'-8"

NOTE:

1. ALTERNATE FENCE FROM LANDWARD TO SEAWARD

SIDE OF POSTS AT EACH POST.

13'

5' MIN (EXACT LOCATION WILL

BE DETERMINED IN THE FIELD)

FINAL GRADE

ATTACH SAND FENCE TO POST WITH 14 GAUGE MIN.

GALVANIZED WIRE TIES (4 EA. MIN)

4'- 0"

2" X 38" SLATS (214" ±1

4" GAP BETWEEN SLATS)

FIVE ROWS - 12.5 GAUGE MIN. GALVANIZED

WIRES (FRONT AND BACK) - TWISTED BETWEEN

SLATS STRANDS (SEE NOTE)

4'- 0"

3"Ø MIN. ROUND POST

@ 10' C-C MAX.

8'-0" LONG WOOD

POST MINIMUM

NOTE:

1. NOT LESS THAN TWO 360 DEGREE TWISTS OF

WIRE IN THE WEAVE BETWEEN SLATS.

APPROX. 20' EXISTING ROADWAY (VARIES)

6" BASE COURSE

(SEE NOTE 5)

2" WEARING COURSE

(SEE NOTE 5)

EXISTING GROUND

EXISTING GRAVEL PARKING AREA (VARIES)

EXISTING GROUND

4" DGA GRADED

AND LEVELED

(SEE NOTE 6)

EXIST DEBRIS (TYP)

(SEE NOTE 1)

2 3

4 5

1 2 3 4 5

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C-301

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NTS4 DETAIL - EXISTING TREE DEBRIS

NOTES:

1. IMAGE SHOWN IS AN EXAMPLE OF EXISTING TREE DEBRIS AT THE PROJECT SITE. SEE CONTRACT SPECIFICATIONS FOR DEBRIS REMOVAL SPECIFICATIONS.

2. SEE DETAILS 2 AND 3 ON THIS SHEET FOR SAND FENCE INSTALLATION.

3. THE CONTRACTOR WORK LIMIT CAN BE FOUND ON SHEETS C-101 THROUGH C-103. SEE SHEET C-002 FOR CONTRACTOR WORK LIMIT COORDINATES.

4. THE CONTRACTOR SHALL CLEAR AND GRUB THE EXTENTS OF THE PROJECT FROM STATION 98+50 TO STATION 194+00. THE CONTRACTOR SHALL REMOVE DEBRIS AND VEGETATION WITHIN THE CWL AS NECESSARY TO SAFETY ACCESS AND PLACE FILL MATERIAL AT NO ADDITIONAL COST TO THE GOVERNMENT. SEE DETAILS 4 & 5 ON SHEET C-301 FOR IMAGE OF THE TREE DEBRIS AND VEGETATION ON THE BEACH. THE COR MUST APPROVE THE CLEARED BEACH AREA BEFORE THE BEACHFILL COMMENCEMENT. FOR BIDDING PURPOSES CONTRACTOR

SHALL ASSUME 146,185 SY OF CLEARING AND GRUBBING.

5. FOR FULL DEPTH ROADWAY REPAIR REPLACE WEARING AND BASE COURSE IN KIND WHERE REPAIR IS REQUIRED INSTRUCTED BY THE COR. FOR PARTIAL DEPTH ROADWAY REPAIR REPLACE WEARING COURSE IN KIND WHERE REPAIR IS REQUIRED INSTRUCTED BY THE COR. SEE SPECIFICATION SECTION 32 11 10 FOR ROADWAY REPAIR SPECIFICATIONS.

6. SEE SPECIFICATION SECTION 32 11 10 FOR ROADWAY REPAIR SPECIFICATIONS.

7. 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.

NTS1 TYPICAL BEACHFILL TEMPLATE - STA. 103+50 TO STA. 195+501 TYPICAL BEACHFILL TEMPLATE - STA. 103+50 TO STA. 195+50

NTS3 DETAIL - TYPICAL SAND FENCE LAYOUT3 DETAIL - TYPICAL SAND FENCE LAYOUT

NTS2 DETAIL - SAND FENCE AND POST2 DETAIL - SAND FENCE AND POST

NTS5 DETAIL - EXISTING VEGETATION DEBRIS

NTS6 DETAIL - ROADWAY REPAIR6 DETAIL - ROADWAY REPAIR

NTS7 DETAIL - DGA REPAIR7 DETAIL - DGA REPAIR

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

-10

DISTANCE FROM BASELINE (FEET)

STATION 144+80.01

T (N

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

-10

DISTANCE FROM BASELINE (FEET)

STATION 149+98.54

T (N

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

-10

DISTANCE FROM BASELINE (FEET)

STATION 154+75.02

T (N

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

-10

DISTANCE FROM BASELINE (FEET)

STATION 184+69.72

T (N

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

-10

DISTANCE FROM BASELINE (FEET)

STATION 179+64.71

T (N

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

-10

DISTANCE FROM BASELINE (FEET)

STATION 174+99.70

T (N

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

-10

DISTANCE FROM BASELINE (FEET)

STATION 169+79.80

T (N

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

-10

DISTANCE FROM BASELINE (FEET)

STATION 164+69.91

T (N

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

-10

DISTANCE FROM BASELINE (FEET)

STATION 159+70.00

T (N

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

-10

DISTANCE FROM BASELINE (FEET)

STATION 190+49.70

T (N

SURVEY

BEACHFILL TEMPLATE

EXISTING GROUND

MEAN HIGH WATER (MHW) (APPROX.)

MEAN LOW WATER (MLW) (APPROX.)

SURVEY BASELINE

LEGEND

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

MHW EL +2.55

MLW EL -2.79

MHW EL +2.55

MLW EL -2.79

BEACHFILL TEMPLATE (NO FILL)

EXIST GROUND (TYP)

BEACHFILL TEMPLATE

FILL NOT REQUIRED (TYP)

BEACHFILL TEMPLATE (TYP)

STA. 159+03

· EXISTING 20" Ø DIP OUTFALL

PIPE ON TIMBER PILE BENTS @

18' ± C.C.

STA. 180+65

· EXISTING 12" Ø DIP OUTFALL

PIPE ON TIMBER PILE BENTS

@ 18' ± C.C.

STA. 194+00

· END FILL

· TAPER BERM TO EXIST

GROUND (EL. +6.0)

STA. 175+00

· END FILL

· TAPER BERM TO EXIST

GROUND (EL. +6.0)

EXIST 24" DIA. RCP/DIP

EXIST 24" CHECK VALVE

EXIST 24" DI. DIP

INVERT EL -2.07

EXIST 20" DIA. RCP/DIP

EXIST 20" CHECK VALVE

EXIST 20" DIA. DIP

INVERT EL -2.76

EXIST 12" DIA. RCP

EXIST 12" CHECK VALVE

EXIST 12" DIA. DIP

INVERT EL +2.61

EXIST 10" DIA. DIP

EXIST 10" CHECK VALVE

EXIST 10" DIA. DIP

INVERT EL -2.58

STA. 148+20

· EXISTING 24" Ø DIP OUTFALL

PIPE ON TIMBER PILE BENTS @

18' ± C.C.

STA. 171+24

· EXISTING 10" Ø DIP OUTFALL

PIPE ON TIMBER PILE BENTS

@ 18' ± C.C.

CWL

CWLCWL

CWL

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

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B Y:

PHILADELPHIA

C-302

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C-

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2B U2

V: 10 5 0 10 20

50 0 100 200H: 100

SCALE IN FEET

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

BEACHFILL IS REQUIRED AT THIS LOCATION.

5. 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.

-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

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

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G . S

C O

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SHEET NUMBER

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B Y:

PHILADELPHIA

C-303

, N

C-

3 C

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2B U2

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

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

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2B U2

-C

-3

.dw g

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, N

RE-C-300

PHILADELPHIA

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

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-C

-3

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RE-C-301

2 3

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-C

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-W

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®US Army Corps of Engineers

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-W

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2 E

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-W

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e5eceptf Typewritten Text

NEW INVERT ELEV. 2.36'

e5eceptf Line e5eceptf Polygon e5eceadj reference drawing stamp e5eceadj reference drawing stamp

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DETAIL - OUTFALL #4 REMOVAL

N.T.S.

SCALE:

DETAIL - OUTFALL #1 - REINFORCED CONCRETE ADAPTOR CONNECTION

N.T.S. SCALE:

DETAIL - OUTFALL #1 - REINFORCED CONCRETE ADAPTOR CONNECTION

N.T.S. SCALE:

DETAIL - OUTFALL #5 - REINFORCED CONCRETE ADAPTOR CONNECTION

N.T.S. SCALE:

DETAIL - OUTFALL #5 - REINFORCED CONCRETE ADAPTOR CONNECTION

N.T.S.

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DETAIL - OUTFALL #5 - REINFORCED CONCRETE ADAPTOR CONNECTION

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DETAIL - PIPE SUPPORT SYSTEM FOR OUTFALLS #1, 4, & 5

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DETAIL - PIPE SUPPORT SYSTEM FOR OUTFALLS #2 & 3

N.T.S.

SCALE:

DETAIL - PIPE SUPPORT SYSTEM FOR OUTFALLS #1, 4, & 5

N.T.S. SCALE:

DETAIL - PIPE SUPPORT SYSTEM FOR OUTFALLS #2 & 3

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PROJECT

LOCATION

SALEM COUNTY BOARD OF COMMISSIONERS

SALEM COUNTY, NEW JERSEY

JULY 2021

1" = 2000'

LOCATION MAP N

FORT ELFSBORG ROAD DRAINAGE IMPROVEMENTS

INDEX OF DRAWINGS

COUNTY

SALEM

NEW JERSEY

COUNTY COMMISSIONERS

APPROVED:

NEW JERSEY LICENSE NO. 13195

PROFESSIONAL ENGINEER

Richard A. Alaimo

REVISIONS DATE BY

PATERSON, N.J.

MOUNT HOLLY, N.J.

2 MARKET STREET

200 HIGH STREET

SCALE:

CLIENT:

PROJECT LOCATION:

CONTRACT NO.:

PROJECT NO.:

DATE:

DRAWN BY:

CHECKED BY:

FILE NO.:

SHEET

DEPT. HEAD:

Consulting Engineers

NJDCA 24GA27988400

FORT ELFSBORG ROAD

DRAINAGE IMPROVEMENTS

SALEM COUNTY BOARD OF

COMMISSIONERS

ELSINBORO TOWNSHIP

SALEM COUNTY

NEW JERSEY

A-0930-2019-206

JUL 2021

ALAIMO GROUP

AS NOTED

CAF

TITLE SHEET

REFERENCE DRAWING NOT FOR CONSTRUCION

./Project-Sheet-Set.dst

APPROVED:

NEW JERSEY LICENSE NO. 13195

PROFESSIONAL ENGINEER

Richard A. Alaimo

REVISIONS DATE BY

PATERSON, N.J.

MOUNT HOLLY, N.J.

2 MARKET STREET

200 HIGH STREET

SCALE:

CLIENT:

PROJECT LOCATION:

CONTRACT NO.:

PROJECT NO.:

DATE:

DRAWN BY:

CHECKED BY:

FILE NO.:

SHEET

DEPT. HEAD:

Consulting Engineers

NJDCA 24GA27988400

FORT ELFSBORG ROAD

DRAINAGE IMPROVEMENTS

SALEM COUNTY BOARD OF

COMMISSIONERS

ELSINBORO TOWNSHIP

SALEM COUNTY

NEW JERSEY

NTS

CAF

ESTIMATE & DISTRIBUTION OF QUANTITIES

REFERENCE DRAWING NOT FOR CONSTRUCION

PROFESSIONAL ENGINEER

Richard A. Alaimo

REVISIONS DATE BY

PATERSON, N.J.

MOUNT HOLLY, N.J.

2 MARKET STREET

200 HIGH STREET

SCALE:

CLIENT:

PROJECT LOCATION:

CONTRACT NO.:

PROJECT NO.:

DATE:

DRAWN BY:

CHECKED BY:

FILE NO.:

SHEET

DEPT. HEAD:

Consulting Engineers

NJDCA 24GA27988400

FORT ELFSBORG ROAD

DRAINAGE IMPROVEMENTS

SALEM COUNTY BOARD OF

COMMISSIONERS

ELSINBORO TOWNSHIP

SALEM COUNTY

NEW JERSEY

1" = 30'

CAF

EXISTING CONDITIONS PLAN

REFERENCE DRAWING NOT FOR CONSTRUCION

NEW JERSEY LICENSE NO. 13195

PROFESSIONAL ENGINEER

Richard A. Alaimo

REVISIONS DATE BY

PATERSON, N.J.

MOUNT HOLLY, N.J.

2 MARKET STREET

200 HIGH STREET

SCALE:

CLIENT:

PROJECT LOCATION:

CONTRACT NO.:

PROJECT NO.:

DATE:

DRAWN BY:

CHECKED BY:

FILE NO.:

SHEET

DEPT. HEAD:

Consulting Engineers

NJDCA 24GA27988400

FORT ELFSBORG ROAD

DRAINAGE IMPROVEMENTS

SALEM COUNTY BOARD OF

COMMISSIONERS

ELSINBORO TOWNSHIP

SALEM COUNTY

NEW JERSEY

CAF

CONSTRUCTION PLAN

REFERENCE DRAWING NOT FOR CONSTRUCION

APPROVED:

NEW JERSEY LICENSE NO. 13195

PROFESSIONAL ENGINEER

Richard A. Alaimo

REVISIONS DATE BY

PATERSON, N.J.

MOUNT HOLLY, N.J.

2 MARKET STREET

200 HIGH STREET

SCALE:

CLIENT:

PROJECT LOCATION:

CONTRACT NO.:

PROJECT NO.:

DATE:

DRAWN BY:

CHECKED BY:

FILE NO.:

SHEET

DEPT. HEAD:

Consulting Engineers

NJDCA 24GA27988400

FORT ELFSBORG ROAD

DRAINAGE IMPROVEMENTS

SALEM COUNTY BOARD OF

COMMISSIONERS

ELSINBORO TOWNSHIP

SALEM COUNTY

NEW JERSEY

H: 1" = 30' V: 1" = 3'

CAF

ROADWAY PROFILE

REFERENCE DRAWING NOT FOR CONSTRUCION

PROFESSIONAL ENGINEER

Richard A. Alaimo

REVISIONS DATE BY

PATERSON, N.J.

MOUNT HOLLY, N.J.

2 MARKET STREET

200 HIGH STREET

SCALE:

CLIENT:

PROJECT LOCATION:

CONTRACT NO.:

PROJECT NO.:

DATE:

DRAWN BY:

CHECKED BY:

FILE NO.:

SHEET

DEPT. HEAD:

Consulting Engineers

NJDCA 24GA27988400

FORT ELFSBORG ROAD

DRAINAGE IMPROVEMENTS

SALEM COUNTY BOARD OF

COMMISSIONERS

ELSINBORO TOWNSHIP

SALEM COUNTY

NEW JERSEY

CAF

SOIL EROSION & SEDIMENT CONTROL

PLAN

REFERENCE DRAWING NOT FOR CONSTRUCION

DETAIL

SCALE: N.T.S.

SILT FENCE

APPROVED:

NEW JERSEY LICENSE NO. 13195

PROFESSIONAL ENGINEER

Richard A. Alaimo

REVISIONS DATE BY

PATERSON, N.J.

MOUNT HOLLY, N.J.

2 MARKET STREET

200 HIGH STREET

SCALE:

CLIENT:

PROJECT LOCATION:

CONTRACT NO.:

PROJECT NO.:

DATE:

DRAWN BY:

CHECKED BY:

FILE NO.:

SHEET

DEPT. HEAD:

Consulting Engineers

NJDCA 24GA27988400

FORT ELFSBORG ROAD

DRAINAGE IMPROVEMENTS

SALEM COUNTY BOARD OF

COMMISSIONERS

ELSINBORO TOWNSHIP

SALEM COUNTY

NEW JERSEY

CAF

SOIL EROSION & SEDIMENT CONTROL

DETAILS & NOTES

REFERENCE DRAWING NOT FOR CONSTRUCION

DETAIL

SCALE: N.T.S.

6" THICK REINFORCED CONCRETE DRIVEWAY & APRON

DETAIL

SCALE: N.T.S.

TYPICAL ROADWAY CROSS-SECTION

DETAIL

SCALE: N.T.S.

BITUMINOUS DRIVEWAY

APPROVED:

NEW JERSEY LICENSE NO. 13195

PROFESSIONAL ENGINEER

Richard A. Alaimo

REVISIONS DATE BY

PATERSON, N.J.

MOUNT HOLLY, N.J.

2 MARKET STREET

200 HIGH STREET

SCALE:

CLIENT:

PROJECT LOCATION:

CONTRACT NO.:

PROJECT NO.:

DATE:

DRAWN BY:

CHECKED BY:

FILE NO.:

SHEET

DEPT. HEAD:

Consulting Engineers

NJDCA 24GA27988400

FORT ELFSBORG ROAD

DRAINAGE IMPROVEMENTS

SALEM COUNTY BOARD OF

COMMISSIONERS

ELSINBORO TOWNSHIP

SALEM COUNTY

NEW JERSEY

CAF

CONSTRUCTION DETAILS

REFERENCE DRAWING NOT FOR CONSTRUCION

PROFESSIONAL ENGINEER

Richard A. Alaimo

REVISIONS DATE BY

PATERSON, N.J.

MOUNT HOLLY, N.J.

2 MARKET STREET

200 HIGH STREET

SCALE:

CLIENT:

PROJECT LOCATION:

CONTRACT NO.:

PROJECT NO.:

DATE:

DRAWN BY:

CHECKED BY:

FILE NO.:

SHEET

DEPT. HEAD:

Consulting Engineers

NJDCA 24GA27988400

FORT ELFSBORG ROAD

DRAINAGE IMPROVEMENTS

SALEM COUNTY BOARD OF

COMMISSIONERS

ELSINBORO TOWNSHIP

SALEM COUNTY

NEW JERSEY

1" = 5'

CAF

CROSS-SECTIONS

STA. 0+00 - STA. 2+50

REFERENCE DRAWING NOT FOR CONSTRUCION

PROFESSIONAL ENGINEER

Richard A. Alaimo

REVISIONS DATE BY

PATERSON, N.J.

MOUNT HOLLY, N.J.

2 MARKET STREET

200 HIGH STREET

SCALE:

CLIENT:

PROJECT LOCATION:

CONTRACT NO.:

PROJECT NO.:

DATE:

DRAWN BY:

CHECKED BY:

FILE NO.:

SHEET

DEPT. HEAD:

Consulting Engineers

NJDCA 24GA27988400

FORT ELFSBORG ROAD

DRAINAGE IMPROVEMENTS

SALEM COUNTY BOARD OF

COMMISSIONERS

ELSINBORO TOWNSHIP

SALEM COUNTY

NEW JERSEY

CAF

CROSS-SECTIONS

STA. 3+00 - STA. 5+50

REFERENCE DRAWING NOT FOR CONSTRUCION

PROFESSIONAL ENGINEER

Richard A. Alaimo

REVISIONS DATE BY

PATERSON, N.J.

MOUNT HOLLY, N.J.

2 MARKET STREET

200 HIGH STREET

SCALE:

CLIENT:

PROJECT LOCATION:

CONTRACT NO.:

PROJECT NO.:

DATE:

DRAWN BY:

CHECKED BY:

FILE NO.:

SHEET

DEPT. HEAD:

Consulting Engineers

NJDCA 24GA27988400

FORT ELFSBORG ROAD

DRAINAGE IMPROVEMENTS

SALEM COUNTY BOARD OF

COMMISSIONERS

ELSINBORO TOWNSHIP

SALEM COUNTY

NEW JERSEY

CAF

CROSS-SECTIONS

STA. 6+00 - STA. 8+50

REFERENCE DRAWING NOT FOR CONSTRUCION

./Project-Sheet-Set.dst

Sheets and Views

G-001 COVER SHEET

G-002 DRAWING INDEX SHEET

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

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-C-300 OUTFALL DETAILS

RE-9 CROSS-SECTIONS

RE-C-301 OUTFALL DETAILS

RE-10 CROSS-SECTIONS

RE-C-302 OUTFALL DETAILS

RE-11 CROSS-SECTIONS

	2023-08-09T12:53:29-0400
CLAPP.CHRISTINE.D.1228846372

	2023-08-09T13:13:25-0400
MOFFATT.BARBARA.F.1228997893

File details come from the government source that posted it. Updated Aug 18, 2023.