W912BU19B0001-Dwgs.pdf

PDF 14 MB Posted Jul 15, 2019

Attached to: Stone Seawall Repair Hereford Inlet, NJ
Solicitation number: W912BU19B0001
Issued by: Department of the Army Corps of Engineers Engineering District Philadeplhia

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation is for a stone seawall repair project in Hereford Inlet, New Jersey. The U.S. Army Corps of Engineers Engineering District Philadelphia will repair sections of an existing stone seawall through the placement of additional stone fill, articulated concrete block mattresses, and rehandling of existing capstone. The solicitation includes two base bid repair areas and one optional repair area. Bids are due by July 2019, with anticipated award and notice to proceed by August 2019. The period of performance is 120 calendar days. The contractor must comply with all applicable federal, state, and local environmental regulations and submit an environmental protection plan.

From the source

Drawings

View the file

Other files

File	Type	Posted
Audited_Abstract_19B0001(KO).pdf	PDF	Aug 29, 2019
Sign_In_Sheet_19B0001.pdf	PDF	Aug 29, 2019
W912BU-19-B-0001_Specs-AM2.pdf	PDF	Aug 14, 2019
19B0001_Amendment_1.pdf	PDF	Jul 31, 2019
W912BU19B0001-Specs1.pdf	PDF	Jul 15, 2019
Synopsis_19B0001_Herefore_Seawall_Repair_(Rev_05).pdf	PDF	Jun 24, 2019

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

US Army Corps of Engineers

DISTRICT

D A

T E

S O

L I C

I T

A T

I O

U M

B E

F I L

A M

M A

R K

D W

I Z

C O

N T

R A

C T

U M

B E

SHEET NUMBER

B Y

D E

S C

R I P

T I O

N A

C T

I O

I S

S U

E S

U B

M I T

T A

A T

U S

R M

O R

P S

N G

I N

E E

R S

D I S

T R

I C

SOLICITATION NO:

CONTRACT NO:

ISSUE/SUBMITTAL DATE:

G-001

H E

R E

F O

R D

L E

E A

W A

E P

N G

L E

S E

N O

R T

I L

D W

O O

R S

E Y

N E

J E

R S

H O

T E

C T

I O

T O

W N

S E

N D

I N

L E

A P

L E

C O

V E

H E

E T

F N

I F

P H

I L A

D E

L P

H I A

PHILADELPHIA

TOWNSENDS INLET TO CAPE MAY INLET

NEW JERSEY SHORE PROTECTION

NORTH WILDWOOD, NEW JERSEY

HEREFORD INLET SEAWALL REPAIR (ANGLESEA)

02 JULY 2019

IFB W912BU-19-B-0001

OF PROJECT

LOCATION

VICINITY MAP

DRAWING INDEX

SHEET NUMBER DESCRIPTION

GENERAL

G-001

COVER SHEET

CIVIL

C-001

GENERAL INFORMATION

C-002

SURVEY AND CONSTRUCTION BASELINE

C-003

SURVEY - HEREFORD INLET CHANNEL

C-101

GENERAL PLAN

C-102

PLAN - EXISTING CONDITIONS & DEMOLITION PLAN

C-103

PLAN - STAGING AREA 2

C-104

PLAN - REPAIR AREA 1 & 2

C-105

PLAN - REPAIR AREA 3

C-301

TYPICAL SECTIONS

C-302

TYPICAL SECTIONS

C-303

CROSS SECTIONS - STA. 3+40 TO STA. 3+90

C-304

CROSS SECTIONS - STA. 4+00 TO STA. 4+50

C-305

CROSS SECTIONS - STA. 4+60 TO STA. 5+10

C-306

CROSS SECTIONS - STA. 5+20 TO STA. 5+70

C-307

CROSS SECTIONS - STA. 5+80 TO STA. 7+00

C-308

CROSS SECTIONS - STA. 7+10 TO STA. 7+60

C-309

CROSS SECTIONS - STA. 7+70 TO STA. 8+20

C-310

CROSS SECTIONS - STA. 8+30 TO STA. 15+30

C-311

CROSS SECTIONS - STA. 15+40 TO STA. 15+90

C-312 CROSS SECTIONS - STA. 16+00 TO STA. 16+10

C-501 DETAILS - ACB MATTRESS

C-502 DETAILS - CONCRETE WALKWAY

C-503 DETAILS

C-504 BORING LOGS

SCALE IN MILES

10 5 10 20 40

SUBMITTED:

APPROVED:

CHIEF, ENGINEERING AND CONSTRUCTION DIVISION

PETER M. TRANCHIK, P.E.

CHIEF, ENGINEERING BRANCH

ANDREW J. SCHWAIGER, 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.

LOCATION MAP

SCALE IN MILES

0.5 0.5 1 2

OF WORK

LOCATION

AutoCAD SHX Text Pittsburgh

AutoCAD SHX Text

VIRGINIA

AutoCAD SHX Text

WEST

AutoCAD SHX Text

LAKE

AutoCAD SHX Text Erie

AutoCAD SHX Text

ERIE

AutoCAD SHX Text

CANADA

AutoCAD SHX Text

BAY

AutoCAD SHX Text

DELAWARE

AutoCAD SHX Text A T L A N T I C O C E A N

AutoCAD SHX Text Roanoke

AutoCAD SHX Text Norfolk

AutoCAD SHX Text Washington

AutoCAD SHX Text

VIRGINIA

AutoCAD SHX Text Richmond

AutoCAD SHX Text

BAY

AutoCAD SHX Text Ocean City

AutoCAD SHX Text

CHESAPEAKE

AutoCAD SHX Text

DELAWARE

AutoCAD SHX Text

CONNECTICUT

AutoCAD SHX Text

LONG ISLAND

AutoCAD SHX Text Philadelphia

AutoCAD SHX Text Baltimore

AutoCAD SHX Text

MARYLAND

AutoCAD SHX Text Harrisburg

AutoCAD SHX Text

JERSEY

AutoCAD SHX Text

NEW

AutoCAD SHX Text Atlantic City

AutoCAD SHX Text New York

AutoCAD SHX Text

NEW YORK

AutoCAD SHX Text

PENNSYLVANIA

AutoCAD SHX Text Buffalo

AutoCAD SHX Text

LONG ISLAND SOUND

AutoCAD SHX Text Hartford

AutoCAD SHX Text Albany

AutoCAD SHX Text

MASS.

AutoCAD SHX Text

ISLAND

AutoCAD SHX Text

RHODE

AutoCAD SHX Text Providence

AutoCAD SHX Text

AutoCAD SHX Text A T L A N T I C O C E A N

AutoCAD SHX Text Hereford Inlet

LEGEND

CONTRACTOR WORK LIMIT

EXISTING MEAN LOW WATER LINE

EXISTING MEAN HIGH WATER LINE

-20'

EXISTING CONTOUR LINE

SURVEY MONUMENT

SLOPE LINE

GENERAL NOTES:

1. THIS CONTRACT CONSISTS OF TWO BASE BID SEAWALL REPAIR AREAS (SEE SHEET C-104 FOR REPAIR AREAS 1 &

2) AND ONE OPTION SEAWALL REPAIR AREA (SEE SHEET C-105 FOR REPAIR AREA 3).

2. ELEVATIONS ARE EXPRESSED IN U.S. SURVEY FEET AND REFER TO THE NORTH AMERICAN VERTICAL DATUM

(NAVD) 1988.

3. HORIZONTAL CONTROL IS REFERENCED TO THE NEW JERSEY STATE PLANE COORDINATE SYSTEM, NORTH

AMERICAN DATUM (NAD) 1983.

4. THE EXISTING GROUND INFORMATION (SHOWN IN 5' CONTOURS ON SHEETS C-102 & C-103 AND THE INDIVIDUAL

CROSS SECTIONS ON SHEETS C-303 THROUGH C-312) IS THE RESULT OF SURVEYS CONDUCTED BY USACE

PHILADELPHIA DISTRICT IN MAY OF 2018 AND CAN ONLY BE CONSIDERED REPRESENTATIVE OF THE

CONDITIONS OCCURRING AT THAT TIME. CONTRACTOR IS REQUIRED TO COMPLETE PRE-CONSTRUCTION

SURVEYS IN ACCORDANCE WITH SPECIFICATION SECTION 01 71 23.

5. THE CONTRACTOR WORK LIMIT IS AS SHOWN ON SHEETS C-101 THROUGH C-105. SEE SHEET C-002 FOR

CONTRACTOR WORK LIMIT COORDINATES. THE CONTRACTOR SHALL FIELD VERIFY THE COORDINATES TO ENSURE

ANY WORK IS A MINIMUM DISTANCE OF 10 FEET FROM ANY EXISTING BUILDING.

6. EXISTING SITE FEATURES OR VEGETATION DAMAGED OR REMOVED DURING CONSTRUCTION SHALL BE RESTORED

TO ORIGINAL CONDITIONS (SEE SPECIFICATIONS).

SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

X-1011

VIEW NAME

MATCHLINE MATCHLINE

RE: X-XXX RE: X-XXX

X-101

CLOUD

REVISION & AMENDMENT

CLOUD AND SYMBOL

REVISION SYMBOL

(NUMERIC)

AMENDMENT SYMBOL

(ALPHA)

1 a

VIEW TITLE SYMBOL

TYPICAL 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

TYPICAL SECTION IDENTIFICATION NUMBER

DETAIL SHEET

REF NUMBER

PRIMARY

SCALE

EXTENSION

SCALE

V: X X X X X

X X X X

H: X

SCALE IN FEET/METERS

(TYPICAL BAR SCALE)

SCALE IN FEET/METERS

(HORIZONTAL/VERTICAL BAR SCALE)

CONTRACTOR STAGING AREA

BORING LOCATION

REMOVAL OR DEMOLITION

HORIZONTAL

CONTROL POINT

PRIMARY

SCALE

EXTENSION

SCALE

X X X XX

ABBREVIATIONS

ABBRV DESCRIPTION ABBRV DESCRIPTION ABBRV DESCRIPTION

AD AREA DRAIN FF FINISHED FLOOR PVI POINT OF VERTICAL INFLECTION

ACB ARTICULATED CONCRETE BLOCK FIN FINISH RAD RADIUS

AFF ABOVE FINISHED FLOOR FL FLOOR REINF REINFORCEMENT

BD BOARD FM FORCE MAIN REM REMOVABLE

BIT BITUMINOUS FT

FOOT, FEET

ROW RIGHT OF WAY

BL\B BASE LINE FTG FOOTING S SOUTH

BLDG BUILDING G GROUND SF STONE FILLED

BM BEAM GOVT GOVERNMENT SECT SECTION

BMP BEST MANAGEMENT PRACTICE GR GRADE SPEC SPECIFICATION

BOT BOTTOM HORIZ HORIZONTAL SPRT SUPPORT

BVCE BEGINNING OF VERTICAL CURVE ELEVATION HS HIGH STRENGTH SQ SQUARE

BVCS BEGINNING OF VERTICAL CURVE STATION HT HEIGHT SST STAINLESS STEEL

C CENTERLINE HVY HEAVY STA STATION

CMU CONCRETE MASONRY UNIT IN INCH STD STANDARD

CO CLEAN OUT INSUL

INSULATION, INSULATED

STRUCT STRUCTURAL

COL COLUMN IINT INTERIOR SUSP SUSPENDED

CONC CONCRETE INV INVERT SYS SYSTEM

CONSTR CONSTRUCTION LL LIVE LOAD TEMP TEMPORARY

CONT CONTINUOUS LP LOW POINT TD TRENCH DRAIN

COR CONTRACTING OFFICER'S REPRESENTATIVE LT LIGHT TDO TRENCH DRAIN OUTLET PIPE

CWL CONTRACTOR WORK LIMITS LVC LENGTH OF VERTICAL CURVE TELE TELEPHONE

DET DETAIL JCT JUNCTION TOPO TOPOGRAPHY

DGA DENSE GRADED AGGREGATE MATL MATERIAL TYP TYPICAL

DIA DIAMETER MAX MAXIMUM UD UNDERDRAIN

DIM DIMENSION MIN MINIMUM UDO UNDERDRAIN OUTLET PIPE

DL DEAD LOAD MISC MISCELLANEOUS UE UNDERGROUND ELECTRIC

DWG DRAWING

(N)

NEW UGND UNDERGROUND

E EAST N NORTH UNO UNLESS NOTED OTHERWISE

EA EACH NLT NOT LESS THAN UOP UNDERDRAIN OUTLET PIPE

ECM EROSION CONTROL MAT NTS NOT TO SCALE UXO UNEXPLODED ORDINANCE

EJ EXPANSION JOINT OC ORIGINAL CONSTRUCTION VB VINYL BASE

EL ELEVATION OD OUTSIDE DIAMETER VC VERTICAL CURVE

ELEC ELECTRIC OH OVERHEAD VCT VINYL COMPOSITION TILE

EOP EDGE OF PAVEMENT OPG OPENING VOL VOLUME

EOS EDGE OF SHOULDER OPP OPPOSITE VERT VERTICAL

EQ EQUAL PC POINT OF CURVE VTR VENT THROUGH ROOF

EQUIP EQUIPMENT PD PAVEMENT DRAIN W/ WITH

EXH EXHAUST PI POINT OF INFLECTION W WEST

EXIST\(E)

EXISTING PIV POST INDICATOR VALVE WL WATER LEVEL

EXP

EXPANSION, EXPOSED

POT POINT OF TANGENT WS WATER SURFACE

EXP JT EXPANSION JOINT PMP PROBABLE MAXIMUM PRECIPITATION W/O WITHOUT

EXT EXTERIOR PNL PANEL

FIG FIGURE SINGLE PSF POUNDS PER SQUARE FOOT

FDTN FOUNDATION PSI POUNDS PER SQUARE INCH

DIRECTION OF

MAGNETIC NORTH

NNORTH

PLAN

MAGNETIC

NORTH

PLAN

NORTH

NORTH SYMBOLS

TIDAL REFERENCE

(PROJECT AREA AVERAGE FOR REFERENCE ONLY)

SCALE = NTS

MLW

NAVD 88

MHW

UNDERLAYER STONE

SURVEY AND CONSTRUCTION BASELINE

40+00

CONTRACTOR WORK LIMIT

COORDINATE LABEL MARKER

12" Ø RCP

EXISTING STORM SEWER WITH

DIAMETER AND TYPE OF PIPE

EXISTING CHAIN LINK FENCE

xxx

CONTRACTOR ACCESS ROUTE

ACB MATTRESS

EXISTING LARGE LANDSCAPE STONE

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

T E

S O

L I C

I T

A T

I O

U M

B E

F I

M A

R K

D W

I Z

C O

N T

R A

B E

SHEET NUMBER

B Y

D E

S C

R I P

T I O

N A

C T

I O

I S

S U

E S

U B

M I T

T A

A T

U S

R M

O R

N G

I N

E E

R S

D W

R E

V I E

W E

D E

P L O

C A

L E

C K

N T

D A

N G

M G

S J W

G S

P H

D E

-I F

G E

N E

R A

I N

F O

R M

A T

I O

N d w g

G E

N E

R A

I N

F O

R M

A T

I O

N O

R T

I L

D W

O O

R S

E Y

H E

R E

F O

L E

E A

W A

N G

L E

S E

T O

W N

S E

N D

I N

L E

A P

L E

N E

J E

R S

T E

C T

I O

C-001

PHILADELPHIA

AutoCAD SHX Text

MHW

MLW

E 408000

E 408400

E 408800

HEREFORD INLET

PI STA. 15+35.22

N 67,586.19

E 408,458.09

PI STA. 8+32.56

N 68,287.77

E 408,419.07

PI STA. 7+33.80

N 68,382.85

E 408,392.58

PI STA. 3+33.71

N 68,781.74

E 408,361.37

PI STA. 2+74.50

N 68,836.64

E 408,338.89

PI STA. 0+00

N 69,085.59

E 408,223.24

POT STA. -2+00

N 69,265.04

E 408,134.94

E 408600

E 408200

CP-1

CP-2

CP-3

CP-4

CP-5

CP-6

CP-7

E 408400

E 408800

POT STA. 35+19.31

N 65,643.60

E 408,685.83

PI STA. 33+04.10

N 65,821.56

E 408,564.81

PI STA. 27+48.06

N 66,377.35

E 408,548.06

PI STA. 23+15.77

N 66,809.44

E 408,535.03

E 408600

E 409000

E 408200

CP-8

CP-9

CP-10

CP-11

CONTRACTOR WORK

LIMIT COORDINATES

POINT NUMBER

NORTHING

68811.21

68803.60

68781.74

68836.64

68911.71

68855.85

68806.89

68838.69

68775.54

68705.58

68681.59

68610.67

68635.03

68495.58

68462.08

68432.39

68394.22

68437.07

68414.76

68342.61

68364.21

68376.01

68405.97

68436.93

68381.57

68361.21

EASTING

408616.71

408464.38

408361.37

408338.89

408304.02

408223.20

408240.07

408312.28

408341.10

408344.99

408309.50

408291.34

408346.66

408365.95

408296.28

408237.23

408155.68

408136.22

408087.93

408121.00

408169.31

408163.95

408227.96

408356.52

408372.22

408388.09

CONTRACTOR WORK

LIMIT COORDINATES

POINT NUMBER

NORTHING

68284.53

68269.84

68272.53

68244.04

68252.06

68510.79

68493.60

68668.08

68665.85

68446.52

68465.60

67633.06

67621.01

67501.29

67522.27

66612.58

66605.26

66571.47

66571.21

66584.22

66628.65

66515.40

66495.86

66243.09

66254.12

EASTING

408409.59

408410.15

408458.99

408487.03

408631.28

408632.12

408412.40

408398.82

408370.44

408387.60

408631.44

408667.01

408449.92

408461.06

408672.92

408829.33

408543.09

408544.11

408535.73

408494.72

408442.79

408445.89

408466.34

408473.08

408839.08

SURVEY ORIGIN POINTS

STATION NORTHINGEASTING AZIMUTH

3+40

3+50

3+60

3+70

3+80

3+90

4+00

4+10

4+20

4+30

4+40

4+50

4+60

4+70

4+80

4+90

5+00

5+10

5+20

5+30

5+40

5+50

5+60

5+70

5+80

5+90

6+00

6+10

68775.55408361.85 85.53

68765.58408362.63 85.53

68755.61408363.41 85.53

68745.64408364.19 85.53

68735.67408364.97 85.53

68725.70408365.75 85.53

68715.73408366.53 85.53

68705.76408367.31 85.53

68695.79408368.09 85.53

68685.82408368.87 85.53

68675.85408369.65 85.53

68665.88408370.43 85.53

68655.91408371.22 85.53

68645.94408372.00 85.53

68635.97408372.78 85.53

68626.00408373.56 85.52

68616.03408374.34 85.52

68606.06408375.12 85.52

68596.10408375.90 85.53

68586.13408376.68 85.53

68576.16408377.46 85.53

68566.19408378.24 85.53

68556.22408379.02 85.53

68546.25408379.80 85.53

68536.28408380.58 85.53

68526.31408381.36 85.53

68516.34408382.14 85.53

68506.37408382.92 85.53

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. ALL PROFILE AZIMUTHS ARE FROM NORTH.

3. FOR SURVEY BASELINE CONTROL POINTS, SEE CONTRACT SPECIFICATIONS APPENDIX A-30 FOR DA 1959

FORMS, "DESCRIPTION OR RECOVERY OF HORIZONTAL STATION".

4. TOPOGRAPHIC AND SINGLE BEAM HYDROGRAPHIC SURVEYS SHALL BE TAKEN AT EVERY PROFILE

ORIGIN POINT SHOWN ON THIS SHEET IN ACCORDANCE WITH SPECIFICATION SECTION 01 71 23.

5. PRE AND POST CONSTRUCTION MULTIBEAM HYDROGRAPHIC SURVEYS AND TERRESTRIAL LASER SCAN

SURVEYS SHALL BE TAKEN IN ACCORDANCE WITH SPECIFICATION SECTION 01 71 23.

SURVEY ORIGIN POINTS

STATION NORTHINGEASTING AZIMUTH

15+20

15+30

15+40

15+50

15+60

15+70

15+80

15+90

16+00

16+10

67601.39408457.24 86.82

67591.40408457.80 86.82

67581.43408458.56 84.34

67571.48408459.55

67561.53408460.53

67551.58408461.52

67541.63408462.50

67531.68408531.68

67521.72408464.47

67511.77408465.46

84.34

REPAIR AREA 1 REPAIR AREA 3

M A

T C

H L

I N

E M

A T

C H

L I N

R E

M A

T C

H L

I N

E M

A T

C H

L I N

R E

SURVEY ORIGIN POINTS

STATION NORTHINGEASTING AZIMUTH

6+90

7+00

7+10

7+20

7+30

7+40

7+50

7+60

7+70

7+80

7+90

68426.61408389.16 85.53

68416.64408389.94 85.53

68406.67408390.72 85.52

68396.70408391.50 85.52

68386.74408392.28 85.53

68376.97408394.22 85.04

68367.34408396.90

68357.70408399.59

68348.07408402.27

68338.44408404.95

68328.81408407.64

8+00

8+10

8+20

8+30

8+40

8+50

8+60

68319.17408410.32

68309.54408413.00

68299.91408415.69

68290.27408418.37

68280.38408419.48 86.82

68270.40408420.04 86.82

68260.41408420.59 86.82

REPAIR AREA 2

SURVEY AND CONSTRUCTION BASELINE - STA. -2+00 TO STA. 17+20

SURVEY AND CONSTRUCTION BASELINE - STA. 17+20 TO STA. 35+19.31

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

T E

S O

L I C

I T

A T

I O

U M

B E

F I

M A

R K

D W

I Z

C O

N T

R A

B E

SHEET NUMBER

B Y

D E

S C

R I P

T I O

N A

C T

I O

I S

S U

E S

U B

M I T

T A

A T

U S

R M

O R

N G

I N

E E

R S

D I S

T R

I C

D W

R E

V I E

W E

D E

P L O

C A

L E

C K

W N

D A

N G

M G

S J W

G S

P H

I L A

D E

L P

H I A

-I F

S U

R V

S T

R U

C T

I O

A S

E L

I N

E d w g

S U

R V

S T

R U

C T

I O

A S

E L

I N

N O

R T

I L

D W

O O

R S

E Y

H E

R E

F O

L E

E A

W A

N G

L E

S E

T O

W N

S E

N D

I N

L E

A P

L E

N E

J E

R S

T E

C T

I O

C-002

PHILADELPHIA

85.04

3+30 85.4468785.22408359.94

8+70 86.8268250.41408421.15

15+10 67611.37408456.69 86.82

NORTH

PLAN

NORTH

PLAN

AutoCAD SHX Text

HEREFORD INLET

AutoCAD SHX Text 100'

AutoCAD SHX Text

AutoCAD SHX Text 50'

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text 100'

AutoCAD SHX Text

AutoCAD SHX Text 50'

SCALE IN FEET

6 1

4 9

ANGLESEA

NUMMY ISLAND

GRASSY SOUND

STONE HARBOR POINT NATURAL

CONSERVATION AREA

HEREFORD INLET

u g u n

SURVEY AND

CONSTRUCTION

SHORELINE (TYP)

(SEE NOTE 5)

EXISTING GROIN (TYP)

E 408000

E 407500

E 409500

E 411000

E 407000

E 406500

SHOAL (SEE NOTE 6)

SHORELINE (TYP)

(SEE NOTE 5)

SHORELINE (TYP)

(SEE NOTE 5)

E 408500

E 410500

REPAIR AREA 3

(OPTION 1)

REPAIR AREA 1

(BASE BID)

REPAIR AREA 2

(BASE BID)

E 410000

E 409000

NORTH

PLAN

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-002 FOR SURVEY AND CONSTRUCTION BASELINE INFORMATION.

3. ALL SOUNDING DEPTHS SHOWN ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM (NAVD) 1988.

4. CHANNEL SURVEYS WERE CONDUCTED BY USACE PHILADELPHIA DISTRICT BETWEEN 04 JUNE 2018 AND 20 AUGUST

2018 AND CAN ONLY BE CONSIDERED REPRESENTATIVE OF THE CONDITIONS OCCURRING AT THAT TIME.

5. THE SHORELINE DATA SHOWN IN THIS SHEET WAS OBTAINED FROM NEW JERSEY DEPARTMENT OF ENVIRONMENTAL

PROTECTION'S 2012 GIS DATABASE AND CAN ONLY BE CONSIDERED REPRESENTATIVE OF THAT TIME. EXACT

SHORELINE LOCATIONS VARY DUE TO DYNAMIC SITE CONDITIONS.

6. SHOAL AREAS APPROXIMATED FROM LOW TIDE 07 AUGUST 2018 SATELLITE IMAGERY. THESE AREAS VARY DUE TO

DYNAMIC SITE CONDITIONS.

SURVEY - HEREFORD INLET CHANNEL

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

T E

S O

L I C

I T

A T

I O

U M

B E

F I

M A

R K

D W

I Z

C O

N T

R A

B E

SHEET NUMBER

B Y

D E

S C

R I P

T I O

N A

C T

I O

I S

S U

E S

U B

M I T

T A

A T

U S

R M

O R

N G

I N

E E

R S

D I S

T R

I C

D W

R E

V I E

W E

D E

P L O

C A

L E

C K

W N

D A

N G

M G

S J W

G S

P H

I L A

D E

L P

H I A

-I F

C H

A N

N E

U R

V E

Y d w g

S U

R V

E R

E F

O R

I N

L E

H A

N N

E L

N O

R T

I L

D W

O O

R S

E Y

H E

R E

F O

L E

E A

W A

N G

L E

S E

T O

W N

S E

N D

I N

L E

A P

L E

N E

J E

R S

T E

C T

I O

C-003

PHILADELPHIA

AutoCAD SHX Text 200'

AutoCAD SHX Text 100'

HEREFORD INLET

E 409000

E 408000

E 408500

E 407500

E 409500

E 410000

E 410500

E 411000

E 409000

E 408000

E 408500

E 407500

E 409500

E 410000

E 410500

E 411000

BEACH AREA

OAK AVE

PINE AVE

SEABREEZE CT

ATLANTIC OCEAN

ANGLESEA DR

CONTRACTOR ACCESS ROUTE

(SEE NOTE 5)

NORTH WILDWOOD

TO ROUTE 147

CONTRACTOR STAGING AREA 2

SEE SHEET C-102

SEE SHEET C-104

SEE SHEET C-105

SEE SHEET C-103

REPAIR AREA 3

(OPTION 1)

CONTRACTOR WORK LIMIT (TYP)

REPAIR AREA 1

(BASE BID)

REPAIR AREA 2

(BASE BID)

SURVEY AND

CONSTRUCTION

ALLAN DRIVE

CONTRACTOR STAGING

AREA 1 (SEE SHEET C-102)

NORTH

PLAN

GENERAL PLAN

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-002 FOR SURVEY AND CONSTRUCTION BASELINE INFORMATION.

3. SEE SHEET C-003 FOR HEREFORD INLET CHANNEL SURVEY SOUNDINGS.

4. SEE SHEET C-301 AND C-302 FOR TYPICAL SEAWALL SECTIONS AND C-303 THROUGH C-312 FOR CROSS

SECTIONS.

5. CONTRACTOR ACCESS ROUTE BY LAND IS LIMITED TO THE PATH SHOWN. THE CONTRACTOR

ACCESS ROUTE SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES.

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

T E

S O

L I C

I T

A T

I O

U M

B E

F I

M A

R K

D W

I Z

C O

N T

R A

B E

SHEET NUMBER

B Y

D E

S C

R I P

T I O

N A

C T

I O

I S

S U

E S

U B

M I T

T A

A T

U S

R M

O R

N G

I N

E E

R S

D I S

T R

I C

D W

R E

V I E

W E

D E

P L O

C A

L E

C K

W N

D A

N G

M G

S J W

G S

P H

I L A

D E

L P

H I A

-I F

E R

N d w g

G E

N E

R A

L A

N O

R T

I L

D W

O O

R S

E Y

H E

R E

F O

L E

E A

W A

N G

L E

S E

T O

W N

S E

N D

I N

L E

A P

L E

N E

J E

R S

T E

C T

I O

C-101

PHILADELPHIA

AutoCAD SHX Text 12" C.I.P.

AutoCAD SHX Text x

AutoCAD SHX Text

CONCRETE CAP

AutoCAD SHX Text 250'

AutoCAD SHX Text 125'

HEREFORD INLET

T L

TEL. BOX

CONC. CURB

I T

WOOD DECK

CONC. SLAB

CONC. S

LAB

WOOD DECK

E C

CONC. SLAB

WOOD DECK

S E

A S

P R

U R

I T

A V

SEABREEZE COURT

(BIT. PAV'T.)

I N

I U

SEABREEZE COURT CONDOMINIUMS

S E

A S

P R

A Y

C O

U R

T C

O N

D O

SURVEY AND

CONSTRUCTION

EXISTING CONC.

RETAINING WALL

24" PINE

10" PINE

18" PINE

CONTRACTOR ACCESS ROUTE

24' WIDE (TYP)

EXISTING

BUSH/SHRUB

APPROX. SEAWARD LIMIT OF

EXISTING STONE FILLED MATTRESS

ALUM. STAIRS

APPROX. SEAWARD LIMIT OF

EXISTING ACB MATTRESS

APPROX. SEAWARD LIMIT OF

EXISTING STONE FILLED MATTRESS

APPROX. SEAWARD LIMIT OF

EXISTING ACB MATTRESS

APPROX. SEAWARD LIMIT OF

EXISTING ACB MATTRESS

APPROX. SEAWARD LIMIT

OF EXISTING CAPSTONE

EXISTING STONE

GROIN

EXISTING 2T CAPSTONE

REMOVAL - AREA 1

(SEE NOTE 12)

EXISTING STONE GROIN

EXISTING STONE

GROIN

RETRIEVED STONE (TYP)

(SEE NOTE 14)

APPROX. SEAWARD LIMIT OF

EXISTING STONE FILL

NHB-4

EXISTING 2T CAPSTONE

REMOVAL - AREA 2

(SEE NOTE 12)

REMOVE EXISTING

ALUMINUM WALKWAY

(SEE SPECIFICATIONS)

EXISTING 2T CAPSTONE

EXISTING 4T CAPSTONE

RETRIEVED STONE (TYP)

(SEE NOTE 14)

STA. 13+00 TO STA. 13+45:

1. THE EXISTING SEAWALL CREST WIDTH

TRANSITIONS FROM 9' TO 11'

2. THE EXISTING SEAWALL CREST ELEVATION

TRANSITIONS FROM EL. +9.7 TO EL. +10.7

3. THE EXISTING CAPSTONES TRANSITION

FROM 2T TO 4T

CP-1

CP-2

CP-5

CP-6

CP-7

EXISTING DRAINS

(SEE NOTE 9)

EXISTING ELECTRICAL BOX

SIDEWALK COVER (SEE NOTE 9)

TURFED

AREA

STAGING AREA 1

(SEE NOTE 4)

CONC. SLAB

TEL. BOX

APPROX. SEAWARD LIMIT OF

EXISTING CAPSTONE

EXISTING SEAWALL

CREST (TYP)

EXISTING BENCHES

(SEE NOTE 10)

REMOVE AND REPLACE

EXISTING CONC. WALKWAY

WITHIN THE CONTRACTOR

WORK LIMIT (SEE NOTE 9)

EXISTING STONE

GROIN

TOP OF EXISTING

STONE FILL

APPROX. SEAWARD LIMIT OF

EXISTING STONE FILL

CONC.

CURB

CONTRACTOR WORK LIMIT (TYP)

C O

N C

. W A

TURF

CP-3

CP-4

TURF

EXISTING LIGHT POLES

(SEE NOTE 8)

EXISTING FLAG POLE

(SEE NOTE 7)

EXISTING LIGHT POLES

(SEE NOTE 8)

EXISTING TREES

TO REMAIN

EXISTING FENCE

AND LIGHT POLE

(SEE NOTE 5)

EXISTING LARGE

LANDSCAPE

STONE (TYP)

(SEE NOTE 6)

STABILIZED CONSTRUCTION

ENTRANCE (SEE DETAILS 5

& 6 ON SHEET C-503)

STAIRS

EXISTING TRASH/RECYCLING

ENCLOSURES

(SEE NOTE 18)

(TYP)

NORTH

PLAN

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION AND SHEET C-002 FOR CONTRACTOR WORK LIMIT COORDINATES. THE CONTRACTOR SHALL FIELD VERIFY THE CONTRACTOR WORK LIMIT

IS A MINIMUM OF 10 FEET FROM ANY EXISTING BUILDING. THE CONTRACTOR WORK LIMIT SHALL BE WITHIN THE CONCRETE SIDEWALKS THAT RUN PARALLEL TO THE EXISTING BUILDINGS.

2. SEE SHEET C-301 AND C-302 FOR TYPICAL SECTIONS AND SHEETS C-303 THROUGH C-312 FOR CROSS SECTIONS.

3. SEE SHEET C-504 FOR BORING LOGS.

4. CHAIN-LINK FENCE SHALL BE INSTALLED IN STAGING AREA 1 IN ACCORDANCE WITH THE SPECIFICATIONS. SILT FENCE SHALL BE INSTALLED INSIDE THE CHAIN-LINK FENCE (SEE DETAIL 1

ON SHEET C-503).

5. THE CONTRACTOR SHALL REMOVE THE EXISTING FENCE AND LIGHT POLE AT THE STAGING AREA ENTRANCE AND STORE THEM FOR REUSE PRIOR TO CONSTRUCTION. THE FENCE AND

LIGHT POLE SHALL BE REPLACED BACK TO THEIR ORIGINAL LOCATIONS ONCE CONSTRUCTION HAS COMPLETED.

6. THE CONTRACTOR SHALL REMOVE THE EXISTING LARGE LANDSCAPE STONES WITHIN THE TURF AREAS OF THE CONTRACTOR WORK LIMIT AS NEEDED AND STORE THEM FOR REUSE

PRIOR TO CONSTRUCTION. THE LANDSCAPE STONES SHALL BE REPLACED BACK TO THEIR ORIGINAL LOCATIONS ONCE CONSTRUCTION HAS COMPLETED. LOCATIONS HAVE BEEN

APPROXIMATED BASED OFF OF AERIAL IMAGERY. LOCATIONS AND SIZES SHALL BE FIELD VERIFIED BY THE CONTRACTOR.

7. THE CONTRACTOR SHALL REMOVE THE EXISTING FLAG POLE, IF NEEDED FOR ACCESS, AND STORE IT FOR REUSE PRIOR TO CONSTRUCTION. THE FLAG POLE SHALL BE REPLACED BACK

TO ITS ORIGINAL LOCATION ONCE CONSTRUCTION HAS COMPLETED.

8. THE EXISTING LIGHT POLES SHALL NOT BE DAMAGED OR REMOVED DURING CONSTRUCTION. DAMAGE TO THESE LIGHT POLES SHALL BE REPAIRED BY THE CONTRACTOR AT NO

ADDITIONAL COST TO THE GOVERNMENT.

9. THE CONTRACTOR SHALL REPLACE THE CONCRETE WALKWAY (SEE SHEET C-502) WITHIN THE CONTRACTOR WORK LIMIT. AN EXISTING TIMBER BULKHEAD IS LOCATED ADJACENT TO THE

SEAWARD MOST EDGE OF THE EXISTING CONCRETE WALKWAY IN ALL REPAIR AREAS AND IS TO REMAIN. CONTRACTOR SHALL NOT DAMAGE THE EXISTING TIMBER BULKHEAD. ANY

DAMAGES SUSTAINED TO ADDITIONAL EXISTING SITE FEATURES SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT. SITE FEATURES INCLUDE, BUT ARE NOT LIMITED TO, TURF/GRASSED AREAS, PLANTINGS, CURBS, SIDEWALKS, EXISTING IRRIGATION SYSTEMS, EXISTING DRAINS, AND EXISTING UNDERGROUND ELECTRICAL AND

DRAINAGE UTILITIES.

PLAN - EXISTING CONDITIONS & DEMOLITION

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

T E

S O

L I C

I T

A T

I O

U M

B E

F I

M A

R K

D W

I Z

C O

N T

R A

B E

SHEET NUMBER

B Y

D E

S C

R I P

T I O

N A

C T

I O

I S

S U

E S

U B

M I T

T A

A T

U S

R M

O R

N G

I N

E E

R S

D I S

T R

I C

D W

R E

V I E

W E

D E

P L O

C A

L E

C K

W N

D A

N G

M G

S J W

G S

P H

I L A

D E

L P

H I A

-I F

E X

I S

T I N

O N

L A

N d w g

P L

X I S

T I N

O N

D I T

I O

O L

I T

I O

L A

N O

R T

I L

D W

O O

R S

E Y

H E

R E

F O

L E

E A

W A

N G

L E

S E

T O

W N

S E

N D

I N

L E

A P

L E

N E

J E

R S

T E

C T

I O

C-102

PHILADELPHIA

10. THE CONTRACTOR SHALL REMOVE THE EXISTING BENCHES WITHIN THE CONTRACTOR WORK LIMIT AND STORE THEM FOR REUSE PRIOR TO CONSTRUCTION. THE BENCHES SHALL BE

REPLACED BACK TO THEIR ORIGINAL LOCATIONS ONCE CONSTRUCTION HAS COMPLETED. THE LOCATION OF EXISTING BENCHES IS APPROXIMATED BASED ON 2016 AERIAL IMAGERY

AND CAN ONLY BE CONSIDERED REPRESENTATIVE OF CONDITIONS AT THAT TIME. CONTRACTOR CAN ASSUME UP TO 8 EXISTING BENCHES WITHIN THE CONTRACTOR WORK LIMIT AT

THE TIME OF CONSTRUCTION. BENCHES ARE ANCHORED TO THE GROUND WITH ANGLES AND BOLTS. ANY DAMAGE TO THE BENCHES DURING REMOVAL, STORAGE, OR REPLACEMENT

SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.

11. EXISTING SEAWALL FEATURES ARE APPROXIMATED BASED OFF THE 2007 CONSTRUCTION TEMPLATE AND DO NOT REPRESENT EXACT LOCATIONS.

12. EXISTING 2T CAPSTONE REMOVAL AREAS REPRESENT AREAS WHERE CAPSTONE HAS BECOME UNSTABLE BUT SOME CAPSTONE STILL EXISTS. THE CAPSTONE IN THESE AREAS SHALL

BE REMOVED AND REHANDLED WHEN THE STONE SEAWALL IS RECONSTRUCTED. EXISTING CAPSTONE REMOVAL AREAS MAY BE REVISED BASED ON PRE-CONSTRUCTION SURVEYS

AND THE DYNAMIC CONDITIONS OF THE SITE.

13. THE LOCATION OF THE NORTHERN LIMIT OF EXISTING CAPSTONE REMOVAL - AREA 2 SHALL BE FIELD VERIFIED AND COORDINATED WITH THE COR TO PREVENT DESTABILIZATION OF THE

ADJACENT GROIN WHEN REMOVING CAPSTONE.

14. RETRIEVED STONE LOCATIONS HAVE BEEN APPROXIMATED BASED ON MAY 2018 USACE PHILADELPHIA DISTRICT SURVEYS. CONTRACTOR SHALL FIELD VERIFY THE EXTENTS OF

RETRIEVED STONE AND SHALL STOCKPILE AND REUSE IN ACCORDANCE WITH THE SPECIFICATIONS.

15. THE CONTRACTOR SHALL SUBMIT AN ENVIRONMENTAL PROTECTION PLAN AND SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL ENVIRONMENTAL PROTECTION LAWS

AND REGULATIONS (SEE SPECIFICATION SECTION 01 57 19).

16. CONSTRUCTION RELATED LOADING SHALL NOT EXCEED 250 PSF ADJACENT TO EXISTING SEAWALL.

17. WEST MARINA COURT HAS A TWO INCH ASPHALT LAYER OVER A SAND SUB-BASE.

18. EXISTING MATERIAL TYPE SHOWN FOR UNDERGROUND UTILITIES IS ASSUMED AND SHALL BE VERIFIED BY THE CONTRACTOR (SEE SPECIFICATIONS).

50'

AutoCAD SHX Text 50'

AutoCAD SHX Text

AutoCAD SHX Text 25'

C A

N T

V E

O N

C D

E C

C O

N C

L A

P A

V 'T

CANTIL

EVER C

NC.

DECK

x x x x x x x x

SAND DUNE WITH WOODY VEGETATION

SAND W/ DUNE GRASS PLANTINGS

CONC. SLAB

ANGLESEA DRIVE

(BIT. PAV'T.)

ANGLESEA DRIVE

(BIT. PAV'T.)

EXIST. CONCRETE WALKWAY

A N

G L E

L O

D E

N S

HEREFORD INLET

EXISTING STONE

GROIN

EXISTING STONE

GROIN APPROX. SEAWARD LIMIT OF

EXISTING STONE FILLED MATTRESS

EXISTING STONE SEAWALL

W/ CONCRETE CAP (TYP)

CONTRACTOR WORK LIMIT (TYP)

STABILIZED CONSTRUCTION ENTRANCE

(SEE DETAILS 5 & 6 ON SHEET C-503)

EXISTING CONC. WALKWAY

EXISTING INLETS

EXISTING BENCHES

EXISTING CONC. WALKWAY

EXISTING CONCRETE WALKWAY

GRAVEL & SAND PATH

SAND W/ DUNE GRASS PLANTINGS

(SEE NOTE 4)

CP-8

CONTRACTOR ACCESS ROUTE

24' WIDE (TYP)

CONTRACTOR STAGING AREA 2

(SEE NOTE 3)

CP-9

CP-10

EXISTING BENCHES

EXISTING STONE

GROIN

12'' PVC PIPING

NORTH

PLAN

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION AND SHEET C-002 FOR CONTRACTOR WORK LIMIT COORDINATES.

2. SEE SHEET C-504 FOR BORING LOGS.

3. CHAIN-LINK FENCE SHALL BE INSTALLED IN STAGING AREA 2 IN ACCORDANCE WITH THE SPECIFICATIONS. SILT FENCE SHALL BE

INSTALLED INSIDE THE CHAIN-LINK FENCE (SEE DETAIL 1 ON SHEET C-503).

4. ANY EXISTING SITE FEATURES OR VEGETATION DAMAGED OR REMOVED DURING CONSTRUCTION WITHIN THE CONTRACTOR

STAGING AREA SHALL BE RESTORED TO ORIGINAL CONDITIONS AT NO COST TO THE GOVERNMENT. DUNE GRASS SHALL BE

RESTORED IN ACCORDANCE WITH THE SPECIFICATIONS (SEE SHEET C-503 FOR DUNE GRASS PLANTING DETAILS).

5. THE CONTRACTOR SHALL SUBMIT AN ENVIRONMENTAL PROTECTION PLAN AND SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL ENVIRONMENTAL PROTECTION LAWS AND REGULATIONS. SEE SPECIFICATION SECTION 01 57 19.

6. CONSTRUCTION RELATED LOADING SHALL NOT EXCEED 250 PSF ADJACENT TO EXISTING SEAWALL.

PLAN - STAGING AREA 2

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

T E

S O

L I C

I T

A T

I O

U M

B E

F I

M A

R K

D W

I Z

C O

N T

R A

B E

SHEET NUMBER

B Y

D E

S C

R I P

T I O

N A

C T

I O

I S

S U

E S

U B

M I T

T A

A T

U S

R M

O R

N G

I N

E E

R S

D I S

T R

I C

D W

R E

V I E

W E

D E

P L O

C A

L E

C K

W N

D A

N G

M G

S J W

P H

I L A

D E

L P

H I A

-I F

P L

T A

G I N

R E

A d w g

P L

T A

G I N

R E

N O

R T

I L

D W

O O

R S

E Y

H E

R E

F O

L E

E A

W A

N G

L E

S E

T O

W N

S E

N D

I N

L E

A P

L E

N E

J E

R S

T E

C T

I O

C-103

PHILADELPHIA

AutoCAD SHX Text

NHB-5

AutoCAD SHX Text

AutoCAD SHX Text 40'

AutoCAD SHX Text 20'

HEREFORD INLET

WOOD DECK

CONC. SLAB

I T

TURF

T U

R F

I N

I U

C O

N C

. W A

EXISTING STONE GROIN

SURVEY AND

CONSTRUCTION

(TYP.)

SEAWARD LIMIT OF ACB MATTRESS

EXISTING STONE GROIN

TOE OF STONE FILL

SEAWARD LIMIT OF ACB MATTRESS

CONTRACTOR WORK LIMIT (TYP)

STONE FILL

EDGE OF SINGLE

LAYER CAPSTONE

STA. 3+30

BEGIN BASE BID

REPAIR AREA 1

(SEE NOTE 5)

STA. 6+15

END BASE BID

REPAIR AREA 1

(SEE NOTE 5)

STA. 6+85

BEGIN BASE BID

REPAIR AREA 2

(SEE NOTE 5)

STA. 8+70

END BASE BID

REPAIR AREA 2

(SEE NOTE 5)

EDGE OF DOUBLE

LAYER CAPSTONE

CP-4

CP-5

CP-6

EDGE OF DOUBLE

LAYER CAPSTONE

NHB-4

CAPSTONE

APPROX. SEAWARD LIMIT OF

EXISTING STONE FILLED MATTRESS

APPROX. SEAWARD LIMIT OF

EXISTING STONE FILL

15'

STONE FILL

APPROX. SEAWARD LIMIT OF

EXISTING STONE FILLED MATTRESS

TOE OF

STONE FILL

APPROX. SEAWARD LIMIT OF

EXISTING ACB MATTRESS

EDGE OF SINGLE

LAYER CAPSTONE

2T CAPSTONE

HATCHED AREA REPRESENTS

APPROXIMATE LAYOUT OF ACB

MATTRESS (SEE NOTE 3)

HATCHED AREA REPRESENTS

APPROXIMATE LAYOUT OF ACB

MATTRESS (SEE NOTE 3)

EDGE OF MATTRESS

TIE INTO GROIN

NORTH

PLAN

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION AND SHEET C-002 FOR CONTRACTOR WORK LIMIT COORDINATES.

2. SEE SHEET C-301 AND C-302 FOR TYPICAL SECTIONS.

3. SEE SHEETS C-303 THROUGH C-312 FOR CROSS SECTIONS.

4. SEE SHEET C-501 FOR ACB MATTRESS DETAILS AND SHEET C-502 FOR CONCRETE WALKWAY DETAILS.

5. THE TOTAL LENGTH OF EXISTING CAPSTONE REPAIR AREAS AND PLACEMENT OF STONE AND MATTRESSES MAY BE REVISED

BY THE COR FOLLOWING RECEIPT AND ACCEPTANCE OF THE PRE-CONSTRUCTION SURVEY DUE TO THE DYNAMIC

CONDITIONS OF THE SITE.

6. CONSTRUCTION RELATED LOADING SHALL NOT EXCEED 250 PSF ADJACENT TO EXISTING SEAWALL.

PLAN - REPAIR AREA 1 AND 2

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

T E

S O

L I C

I T

A T

I O

U M

B E

F I

M A

R K

D W

I Z

C O

N T

R A

B E

SHEET NUMBER

B Y

D E

S C

R I P

T I O

N A

C T

I O

I S

S U

E S

U B

M I T

T A

A T

U S

R M

O R

N G

I N

E E

R S

D I S

T R

I C

D W

R E

V I E

W E

D E

P L O

C A

L E

C K

W N

D A

N G

M G

S J W

P H

I L A

D E

L P

H I A

-I F

E P

E d w g

P L

E P

R T

I L

D W

O O

R S

E Y

H E

R E

F O

L E

E A

W A

N G

L E

S E

T O

W N

S E

N D

I N

L E

A P

L E

N E

J E

R S

T E

C T

I O

C-104

PHILADELPHIA

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

AutoCAD SHX Text C-302

AutoCAD SHX Text

AutoCAD SHX Text C-301

AutoCAD SHX Text

AutoCAD SHX Text C-301

AutoCAD SHX Text

AutoCAD SHX Text C-301

AutoCAD SHX Text

AutoCAD SHX Text C-301

AutoCAD SHX Text

AutoCAD SHX Text 20'

AutoCAD SHX Text 10'

T L

WOOD DECK

CONC.

SLAB

E C

CONC. SLAB

W O

O D

D E

C K

W O

O D

D E

C K

S E

A S

P R

U R

I T

A V

S E

A V

C O

U R

. P A

V 'T

S E

A S

P R

D O

S E

A V

D O

STAIRS

EXISTING STONE GROIN

HEREFORD INLET

EDGE OF SINGLE

LAYER CAPSTONE

(SEE NOTE 6)

STONE FILL

APPROX. SEAWARD LIMIT

OF ACB MATTRESS

EXISTING STONE GROIN

CONTRACTOR WORK LIMIT (TYP)

CP-7

APPROX. SEAWARD LIMIT OF

EXISTING ACB MATTRESS

STA. 15+10

BEGIN OPTION 1

REPAIR AREA 3

(SEE NOTE 5)

STA. 16+10

END OPTION 1

REPAIR AREA 3

(SEE NOTE 5)

EDGE OF MATTRESS

TIE INTO GROIN

CAPSTONE

TOE OF STONE FILL

LANDWARD LIMIT OF ACB MATTRESS

HATCHED AREA REPRESENTS

APPROXIMATE LAYOUT OF ACB

MATTRESS (SEE CROSS SECTIONS)

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION AND SHEET C-002 FOR CONTRACTOR WORK LIMIT COORDINATES.

2. SEE SHEET C-301 AND C-302 FOR TYPICAL SECTIONS.

3. SEE SHEETS C-303 THROUGH C-312 FOR CROSS SECTIONS.

4. SEE SHEET C-501 FOR ACB MATTRESS DETAILS.

5. REPAIR AREA 3 MAY BE REVISED BY THE COR TO ADD ADDITIONAL STONE AND/OR ACB MATTRESS FOLLOWING RECEIPT

AND ACCEPTANCE OF PRE-CONSTRUCTION SURVEYS DUE TO THE DYNAMIC CONDITIONS OF THE SITE.

6. A SINGLE LAYER OF CAPSTONE SHALL BE PLACED AT THE LANDWARD EDGE OF NEW ACB MATTRESS. CONTRACTOR

SHALL NOT MOVE OR DISTURB EXISTING CAPSTONE.

NORTH

PLAN

PLAN - REPAIR AREA 3

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

T E

S O

L I C

I T

A T

I O

U M

B E

F I

M A

R K

D W

I Z

C O

N T

R A

B E

SHEET NUMBER

B Y

D E

S C

R I P

T I O

N A

C T

I O

I S

S U

E S

U B

M I T

T A

A T

U S

R M

O R

N G

I N

E E

R S

D I S

T R

I C

D W

R E

V I E

W E

D E

P L O

C A

L E

C K

W N

D A

N G

M G

S J W

P H

I L A

D E

L P

H I A

-I F

E P

A d w g

P L

E P

N O

R T

I L

D W

O O

R S

E Y

H E

R E

F O

L E

E A

W A

N G

L E

S E

T O

W N

S E

N D

I N

L E

A P

L E

N E

J E

R S

T E

C T

I O

C-105

PHILADELPHIA

AutoCAD SHX Text

AutoCAD SHX Text C-302

AutoCAD SHX Text

AutoCAD SHX Text C-301

AutoCAD SHX Text

AutoCAD SHX Text C-301

AutoCAD SHX Text

AutoCAD SHX Text 20'

AutoCAD SHX Text 10'

CONTRACTOR

WORK LIMIT

EL. +9.7

EXISTING SF MARINE MATTRESS

TO REMAIN (SEE NOTE 4)

EXISTING

CORE STONE

TO REMAIN

SURVEY & CONSTR. B

EXISTING CAPSTONE

TO REMAIN

STA. 3+50 TO STA. 3+70 (REPAIR AREA 1)

STA. 5+30 TO STA. 6+00 (REPAIR AREA 1)

EL. -9.0±

MLW EL. -2.46

MHW EL. +1.59

EL. -25±

1.5

13'

65'

112'

DESIGN NEATLINE

VARIES

(SEE PLANS &

NOTE 2)

SEAWARD LIMIT OF ACB

MATTRESS (SEE NOTE 11)

ACB MATTRESS (TYP)

(SEE NOTE 13)

VARIES

(SEE NOTE 2)

EXISTING GROUND

(2018 SURVEY)

STONE FILL (SEE NOTE 11)

EXISTING CONC.

WALKWAY & TURF

15'

EXIST. TIMBER

BULKHEAD

EL. +9.7

EXISTING SF MARINE MATTRESS

TO REMAIN (SEE NOTE 4)

EXISTING

CORE STONE

TO REMAIN

SURVEY & CONSTR. B

EXISTING CAPSTONE

TO REMAIN

EL. -9.0±

MLW EL. -2.46

MHW EL. +1.59

EL. -25±

1.5

13'

65'

112'

DESIGN NEATLINE

STA. 3+70 TO STA. 3+80 (REPAIR AREA 1)

STA. 4+30 TO STA. 5+30 (REPAIR AREA 1)

SINGLE LAYER CAPSTONE

(SEE NOTE 7)

UNDERLAYER

STONE (TYP)

APPROX. LIMIT OF UNDERLAYER STONE - VARIES

(SEE NOTE 2 & 5)

APPROXIMATE SEAWARD LIMIT OF

EXISTING CAPSTONE (SEE NOTE 10)

VARIES

(SEE PLANS &

NOTE 2)

SEAWARD LIMIT OF ACB

MATTRESS (SEE NOTE 11)

ACB MATTRESS (TYP)

(SEE NOTE 13)

VARIES

(SEE NOTE 2)

EXISTING GROUND

(2018 SURVEY)

STONE FILL (SEE NOTE 11)

CONTRACTOR

WORK LIMIT

EXISTING CONC.

WALKWAY & TURF

15'

EXIST. TIMBER

BULKHEAD

CONTRACTOR

WORK LIMIT

EXISTING CONC.

WALKWAY & TURF

EL. +9.7

SURVEY & CONSTR. B

13'

STA. 3+80 TO STA. 4+30 (REPAIR AREA 1)

UNDERLAYER

STONE (TYP)

ACB MATTRESS (TYP)

(SEE NOTE 13) VARIES

(SEE NOTE 2)

EL. -9.0±

MLW EL. -2.46

MHW EL. +1.59

EL. -25±

1.5

112'

65'

VARIES

(SEE PLANS &

NOTE 2)

SEAWARD LIMIT OF ACB

MATTRESS (SEE NOTE 11)

EXISTING GROUND

(2018 SURVEY)

EXISTING SF MARINE MATTRESS

TO REMAIN (SEE NOTE 4)

EXISTING

CORE STONE

TO REMAIN

(SEE NOTE 9)

2T CAPSTONE (2 LAYERS)

(SEE NOTE 8)

REMOVE AND REHANDLE EXISTING CAPSTONE

DOWN TO CORE STONE LAYER (SEE NOTE 9)

LANDWARD EDGE OF ACB MATRESS

(SEE NOTE 2)

SINGLE LAYER 2T CAPSTONE

(SEE NOTE 8)

PLACE 4 CAPSTONES IN A SINGLE

LAYER FROM STA. 3+80 TO STA. 4+30

STONE FILL (SEE NOTE 11)

APPROX. LIMIT OF UNDERLAYER STONE - VARIES

(SEE NOTE 2 & 5)

15'

EXIST. TIMBER

BULKHEAD

1.5

EXISTING GROUND

(2018 SURVEY)

ACB MATTRESS (TYP)

STONE FILL SIDE SLOPE

STA. 3+30 TO STA. 3+50 (REPAIR AREA 1)

STA. 6+00 TO STA. 6+15 OPPOSITE HAND (REPAIR AREA 1)

STA. 6+85 TO STA. 7+00 (REPAIR AREA 2)

STA. 8+50 TO STA. 8+70 OPPOSITE HAND (REPAIR AREA 2)

STA. 15+10 TO STA. 15+20 (REPAIR AREA 3)

STA. 16+00 TO STA. 16+10 OPPOSITE HAND (REPAIR AREA 3)

EL. VARIES

VARIES

(SEE SHEETS

C-104 & C-105)

TYPICAL SECTION

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

T E

S O

L I C

I T

A T

I O

U M

B E

F I

M A

R K

D W

I Z

C O

N T

R A

B E

SHEET NUMBER

B Y

D E

S C

R I P

T I O

N A

C T

I O

I S

S U

E S

U B

M I T

T A

A T

U S

R M

O R

N G

I N

E E

R S

D I S

T R

I C

D W

R E

V I E

W E

D E

P L O

C A

L E

C K

W N

D A

N G

M G

S J W

P H

I L A

D E

L P

H I A

-I F

I C

T I O

N S d w g

T Y

P I C

T I O

N S

N O

R T

I L

D W

O O

R S

E Y

H E

R E

F O

L E

E A

W A

N G

L E

S E

T O

W N

S E

N D

I N

L E

A P

L E

N E

J E

R S

T E

C T

I O

C-301

PHILADELPHIA

NTS

TYPICAL SECTION - STONE FILL SIDE SLOPE

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEETS C-303 TO C-312 FOR CROSS SECTIONS.

3. SEE SPECIFICATIONS FOR STONE WEIGHT GRADATION REQUIREMENTS.

4. THE EXACT LOCATIONS OF THE EXISTING STONE FILLED (SF) AND ARTICULATED CONCRETE BLOCK (ACB) MATTRESSES IN FRONT OF THE SEAWALL STRUCTURE ARE UNKNOWN.

THE TYPICAL LOCATIONS OF SF MATTRESSES UNDERNEATH CAPSTONE ARE APPROXIMATED BASED ON THE ORIGINAL CONSTRUCTION DESIGN. EXISTING ACB MATTRESSES

NOT SHOWN.

5. UNDERLAYER STONE SHALL BE PLACED IN AREAS SHOWN TO PREPARE AND LEVEL THE EXISTING GROUND SURFACE PRIOR TO PLACEMENT OF ACB MATTRESSES.

UNDERLAYER STONE SHALL BE PLACED TO THE MINIMUM EXTENTS NECESSARY TO FILL IN DEPRESSIONS IN THE EXISTING ROCK SLOPE TO PREVENT DAMAGE TO THE NEW ACB

MATTRESS AND GEOTEXTILE. EXTENTS OF PLACEMENT ARE APPROXIMATED BASED ON MAY 2018 USACE PHILADELPHIA DISTRICT SURVEY DATA (SEE CROSS SECTIONS).

CONTRACTOR SHALL FIELD VERIFY THE EXACT EXTENTS OF UNDERLAYER STONE PLACEMENT IN ACCORDANCE WITH THE SPECIFICATION REQUIREMENTS. FINAL LIMITS SHALL

BE AS DIRECTED BY THE COR.

6. AREAS OF RETRIEVED STONE HAVE BEEN APPROXIMATED BASED ON 2018 MULTIBEAM DATA (SEE SHEET C-102). CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS OF

RETRIEVED STONE AND SHALL REUSE IN ACCORDANCE WITH THE SPECIFICATIONS.

7. PLACE 2-4 ADDITIONAL CAPSTONES ADJACENT TO EXISTING SEAWARD MOST CAPSTONES IN ACCORDANCE WITH THE SPECIFICATIONS (SEE CROSS SECTIONS).

8. CAPSTONES SHOWN ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT REPRESENT ACTUAL CAPSTONE SHAPE/SIZES. SEE SHEET C-104 FOR LOCATIONS OF SINGLE LAYER

AND DOUBLE LAYER CAPSTONE.

9. EXISTING CORE STONE LAYER HAS BEEN APPROXIMATED BASED OFF THE 2007 CONSTRUCTION TEMPLATE AND DOES NOT REPRESENT EXACT LOCATIONS. REHANDLE CORE

STONE AS NECESSARY TO PLACE CAPSTONE. ADDITIONAL CORE STONE MAY BE REQUIRED PRIOR TO PLACEMENT OF CAPSTONE.

10. IN LOCATIONS WHERE EXISTING CAPSTONE IS TO REMAIN, THE LANDWARD EDGE OF ACB MATTRESS SHALL BE PLACED AT THE SEAWARD LIMIT OF EXISTING CAPSTONE TOE.

LANDWARD EDGE OF ACB MATTRESS MAY VARY BASED ON PRE-CONSTRUCTION SURVEYS.

11. THE SEAWARD LIMIT OF ACB MATTRESS AND STONE FILL MAY BE EXTENDED OR REVISED AS DIRECTED BY THE GOVERNMENT BASED ON PRE-CONSTRUCTION SURVEYS AND

THE DYNAMIC CONDITIONS OF THE SITE. IT IS POSSIBLE THAT ADDITIONAL SCOUR AT THE SLOPE TOE OR MOVEMENT OF THE EXISTING ROCK LINING MATERIALS HAS

OCCURRED SINCE THE LAST SURVEY WHICH WOULD WARRANT THE EXTENSION OF ACB MATTRESSES AND STONE FILL TO STABILIZE THESE AREAS.

12. SEE SPECIFICATIONS FOR STONE PLACEMENT TOLERANCES.

13. DUE TO THE EXISTING SLOPE AND SLIDING POTENTIAL OF THE ACB MATTRESSES, THE CONTRACTOR MAY CHOOSE TO TEMPORARILY SUPPORT THE ACB MATTRESSES IN PLACE

UNTIL STONE FILL AND CAPSTONE ARE PLACED ON TOP. THE METHOD OF DOING THIS IS UP TO THE CONTRACTOR, BUT SHALL BE SUBMITTED FOR APPROVAL (SEE

SPECIFICATIONS).

AutoCAD SHX Text 10'

AutoCAD SHX Text

AutoCAD SHX Text 10'

AutoCAD SHX Text 5'

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text 10'

AutoCAD SHX Text

AutoCAD SHX Text 10'

AutoCAD SHX Text 5'

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text 10'

AutoCAD SHX Text

AutoCAD SHX Text 10'

AutoCAD SHX Text 5'

VARIES

EL. +9.7

EXISTING SF MARINE MATTRESS

TO REMAIN (SEE NOTE 4)

EXISTING

CORE STONE

TO REMAIN

(SEE NOTE 9)

(SEE NOTE 2)

SURVEY & CONSTR. B

LANDWARD EDGE OF ACB MATRESS

(SEE NOTE 2)

VARIES

(SEE CROSS SECTIONS)

VARIES

(SEE CROSS SECTIONS)

2T CAPSTONE (2 LAYERS)

(SEE NOTE 8)

REMOVE AND REHANDLE EXISTING CAPSTONE

DOWN TO CORE STONE LAYER (SEE NOTE 9)

SEAWARD LIMIT OF ACB

MATTRESS (SEE NOTE 11)

EXISTING GROUND

(2018 SURVEY)

VARIES

(SEE PLANS &

EL. -20±

EL. -9.0±

UNDERLAYER

STONE (TYP)

APPROX. LIMIT OF

(SEE NOTE 5)

(SEE CROSS SECTIONS)

UNDERLAYER STONE - VARIES

ACB MATTRESS (TYP)

(SEE NOTE 13)

STONE FILL (SEE NOTE 11)

MLW EL. -2.46

MHW EL. +1.59

SINGLE LAYER 2T CAPSTONE

(SEE NOTE 8)

RETRIEVED STONE

(SEE NOTE 6)

STA. 7+00 TO STA. 8+30 (REPAIR AREA 2)

CONTRACTOR

WORK LIMIT

EXISTING CONC.

WALKWAY & TURF

VARIES

(SEE NOTE 2)

NOTE 2)

EXIST. TIMBER

BULKHEAD

SEAWARD LIMIT OF ACB

MATTRESS (SEE NOTE 11)

EXISTING GROUND

(2018 SURVEY)

VARIES

(SEE PLANS &

ACB MATTRESS (TYP)

(SEE NOTE 13)

EL. +9.7

EXISTING CAPSTONE

TO REMAIN

DESIGN NEATLINE

CONTRACTOR

WORK LIMIT

EXISTING CONC.

WALKWAY & TURF

VARIES

(SEE NOTE 2)

SURVEY & CONSTR. B

VARIES

(SEE NOTE 2)

VARIES

(SEE NOTE 2)

EL. -20±

EL. -9.0±

STONE FILL (SEE NOTE 11)

STA. 8+30 TO STA. 8+50 (REPAIR AREA 2)

VARIES

(SEE NOTE 2)

EXISTING SF MARINE MATTRESS

TO REMAIN (SEE NOTE 4)

NOTE 2)

MLW EL. -2.46

MHW EL. +1.59

EXIST. TIMBER

BULKHEAD

EXISTING

CORE STONE

TO REMAIN

11'

EL. +10.7

EXISTING SF MARINE MATTRESS

TO REMAIN (SEE NOTE 4)

SURVEY & CONSTR. B

CONTRACTOR

WORK LIMIT

APPROXIMATE SEAWARD LIMIT OF

EXISTING CAPSTONE (SEE NOTE 10)

EXISTING

CORE STONE

TO REMAIN

EXISTING 4 TON CAPSTONE

(BASED ON 2018 SURVEY)

EL. -9.0±

EL. -25±

110'

64'

SEAWARD LIMIT OF ACB

MATTRESS (SEE NOTE 11)

EXISTING GROUND

(2018 SURVEY)

VARIES

(SEE PLANS &

RETRIEVED STONE

(SEE NOTE 6)

NOTE 2)

STA. 15+20 TO STA. 16+00 (REPAIR AREA 3)

MLW EL. -2.46

MHW EL. +1.59

DESIGN

NEATLINE

STONE FILL (SEE NOTE 11)

SINGLE LAYER 4T CAPSTONE

(SEE NOTE 7)

UNDERLAYER

STONE (TYP)

APPROX. LIMIT OF UNDERLAYER STONE - VARIES

(SEE NOTE 2 & 5)

2.5

EXIST. TIMBER

BULKHEAD

ACB MATTRESS (TYP)

(SEE NOTE 13)

ACB MATTRESS (TYP)

I N

EXISTING JETTY

CAPSTONE

(SLOPE VARIES)

ELEV. VARIES

FILL VOIDS AND LEVEL SURFACE

WITH UNDERLAYER STONE PRIOR

TO PLACING MATTRESS (TYP.)

2T CAPSTONE IN REPAIR AREA 2

AND 4T CAPSTONE IN REPAIR AREA 3

*STA.16+00 OPPOSITE HAND (REPAIR AREA 3)

STONE FILL (EL. AND

SLOPE VARIES)

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

T E

S O

L I C

I T

A T

I O

U M

B E

F I

M A

R K

D W

I Z

C O

N T

R A

B E

SHEET NUMBER

B Y

D E

S C

R I P

T I O

N A

C T

I O

I S

S U

E S

U B

M I T

T A

A T

U S

R M

O R

N G

I N

E E

R S

D I S

T R

I C

D W

R E

V I E

W E

D E

P L O

C A

L E

C K

W N

D A

N G

M G

S J W

P H

I L A

D E

L P

H I A

-I F

I C

T I O

N S d w g

T Y

P I C

T I O

N S

N O

R T

I L

D W

O O

R S

E Y

H E

R E

F O

L E

E A

W A

N G

L E

S E

T O

W N

S E

N D

I N

L E

A P

L E

N E

J E

R S

T E

C T

I O

C-302

PHILADELPHIA

TYPICAL SECTION

NTS

TYPICAL SECTION - MATTRESS TIE INTO GROIN

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEETS C-303 TO C-312 FOR CROSS SECTIONS.

3. SEE SPECIFICATIONS FOR STONE WEIGHT GRADATION REQUIREMENTS.

4. THE EXACT LOCATIONS OF THE EXISTING STONE FILLED (SF) AND ARTICULATED CONCRETE BLOCK (ACB) MATTRESSES IN FRONT OF THE SEAWALL STRUCTURE ARE UNKNOWN.

THE TYPICAL LOCATIONS OF SF MATTRESSES UNDERNEATH CAPSTONE ARE APPROXIMATED BASED ON THE ORIGINAL CONSTRUCTION DESIGN. EXISTING ACB MATTRESSES

NOT SHOWN.

5. UNDERLAYER STONE SHALL BE PLACED IN AREAS SHOWN TO PREPARE AND LEVEL THE EXISTING GROUND SURFACE PRIOR TO PLACEMENT OF ACB MATTRESSES.

UNDERLAYER STONE SHALL BE PLACED TO THE MINIMUM EXTENTS NECESSARY TO FILL IN DEPRESSIONS IN THE EXISTING ROCK SLOPE TO PREVENT DAMAGE TO THE NEW ACB

MATTRESS AND GEOTEXTILE. EXTENTS OF PLACEMENT ARE APPROXIMATED BASED ON MAY 2018 USACE PHILADELPHIA DISTRICT SURVEY DATA (SEE CROSS SECTIONS).

CONTRACTOR SHALL FIELD VERIFY THE EXACT EXTENTS OF UNDERLAYER STONE PLACEMENT IN ACCORDANCE WITH THE SPECIFICATION REQUIREMENTS. FINAL LIMITS SHALL

BE AS DIRECTED BY THE COR.

6. AREAS OF RETRIEVED STONE HAVE BEEN APPROXIMATED BASED ON 2018 MULTIBEAM DATA (SEE SHEET C-102). CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS OF

RETRIEVED STONE AND SHALL REUSE IN ACCORDANCE WITH THE SPECIFICATIONS.

7. PLACE 2-4 ADDITIONAL CAPSTONES ADJACENT TO EXISTING SEAWARD MOST CAPSTONES IN ACCORDANCE WITH THE SPECIFICATIONS (SEE CROSS SECTIONS).

8. CAPSTONES SHOWN ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT REPRESENT ACTUAL CAPSTONE SHAPE/SIZES. SEE SHEET C-104 FOR LOCATIONS OF SINGLE LAYER

AND DOUBLE LAYER CAPSTONE.

9. EXISTING CORE STONE LAYER HAS BEEN APPROXIMATED BASED OFF THE 2007 CONSTRUCTION TEMPLATE AND DOES NOT REPRESENT EXACT LOCATIONS. REHANDLE CORE

STONE AS NECESSARY TO PLACE CAPSTONE. ADDITIONAL CORE STONE MAY BE REQUIRED PRIOR TO PLACEMENT OF CAPSTONE.

10. IN LOCATIONS WHERE EXISTING CAPSTONE IS TO REMAIN, THE LANDWARD EDGE OF ACB MATTRESS SHALL BE PLACED AT THE SEAWARD LIMIT OF EXISTING CAPSTONE TOE.

LANDWARD EDGE OF ACB MATTRESS MAY VARY BASED ON PRE-CONSTRUCTION SURVEYS.

11. THE SEAWARD LIMIT OF ACB MATTRESS AND STONE FILL MAY BE EXTENDED OR REVISED AS DIRECTED BY THE GOVERNMENT BASED ON PRE-CONSTRUCTION SURVEYS AND

THE DYNAMIC CONDITIONS OF THE SITE. IT IS POSSIBLE THAT ADDITIONAL SCOUR AT THE SLOPE TOE OR MOVEMENT OF THE EXISTING ROCK LINING MATERIALS HAS

OCCURRED SINCE THE LAST SURVEY WHICH WOULD WARRANT THE EXTENSION OF ACB MATTRESSES AND STONE FILL TO STABILIZE THESE AREAS.

12. SEE SPECIFICATIONS FOR STONE PLACEMENT TOLERANCES.

13. DUE TO THE EXISTING SLOPE AND SLIDING POTENTIAL OF THE ACB MATTRESSES, THE CONTRACTOR MAY CHOOSE TO TEMPORARILY SUPPORT THE ACB MATTRESSES IN PLACE

UNTIL STONE FILL AND CAPSTONE ARE PLACED ON TOP. THE METHOD OF DOING THIS IS UP TO THE CONTRACTOR, BUT SHALL BE SUBMITTED FOR APPROVAL (SEE

SPECIFICATIONS).

AutoCAD SHX Text 10'

AutoCAD SHX Text

AutoCAD SHX Text 10'

AutoCAD SHX Text 5'

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text 10'

AutoCAD SHX Text

AutoCAD SHX Text 10'

AutoCAD SHX Text 5'

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text 10'

AutoCAD SHX Text

AutoCAD SHX Text 10'

AutoCAD SHX Text 5'

DISTANCE FROM BASELINE

160 140 120 100 80 60 40 20 0

-50

-30

-20

-10

-40

-50

-30

-20

-10

E L E

V A

T I O

-40

SURVEY & CONST. B

DISTANCE FROM BASELINE

160 140 120 100 80 60 40 20 0

STA. 3+60

-50

-30

-20

-10

-40

-50

-30

-20

-10

E L E

V A

T I O

-40

SURVEY & CONST. B

DISTANCE FROM BASELINE

160 140 120 100 80 60 40 20 0

STA. 3+70

-50

-30

-20

-10

-40

-50

-30

-20

-10

E L E

V A

T I O

-40

SURVEY & CONST. B

DISTANCE FROM BASELINE

160 140 120 100 80 60 40 20 0

STA. 3+80

-50

-30

-20

-10

-40

-50

-30

-20

-10

E L E

V A

T I O

-40

SURVEY & CONST. B

DISTANCE FROM BASELINE

160 140 120 100 80 60 40 20 0

STA. 3+90

-50

-30

-20

-10

-40

-50

-30

-20

-10

E L E

V A

T I O

-40

SURVEY & CONST. B

STA. 3+50

13'

CAPSTONE REMOVAL (TYP)

MAT LENGTH = 114±

MAT LENGTH = 123±

UNDERLAYER STONE (TYP)

(SEE NOTE 4)

BEGIN PLACEMENT OF UNDERLAYER STONE

CONTINUE PLACEMENT OF ACB MATTRESS AND STONE FILL

BEGIN REMOVAL/REPLACEMENT OF EXISTING 2T CAPSTONE

STA. 3+80

65'

DISTANCE FROM BASELINE

160 140 120 100 80 60 40 20 0

-50

-30

-20

-10

-40

-50

-30

-20

-10

E L E

V A

T I O

-40

SURVEY & CONST. B

STA. 3+40

13'

BEGIN REPAIR AREA 1 AND BEGIN ACB MATTRESS & STONE FILL PLACEMENT

TRANSITION OF STONE FILL FROM STA. 3+30 TO STA. 3+50

STONE FILL (TYP)

STA. 3+30

112'

MAT LENGTH = 32±

112'

MAT LENGTH = 32±

112'

MAT LENGTH = 32±

(SEE NOTE 5)

STA. 3+70

CONTINUE PLACEMENT OF ACB MATTRESS & STONE FILL

BEGIN PLACEMENT OF 2-4 ADDITIONAL 2T CAPSTONES ADJACENT TO EXISTING TOE OF SEAWALL

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-002 FOR SURVEY AND CONSTRUCTION BASELINE, SURVEY ORIGIN POINTS, AND SURVEY PROFILE LINE AZIMUTHS.

3. SEE SHEET C-301 AND C-302 FOR TYPICAL SECTIONS.

4. UNDERLAYER STONE EXTENTS ARE APPROXIMATED FROM 2018 SURVEY DATA AND ARE SUBJECT TO CHANGE DUE TO DYNAMIC SITE CONDITIONS. UNDERLAYER STONE THICKNESS SHOWN FOR

ILLUSTRATIVE PURPOSES ONLY. THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LIMITS OF UNDERLAYER STONE PLACEMENT IN ACCORDANCE WITH THE SPECIFICATIONS.

5. MATTRESS LENGTHS SHOWN ARE APPROXIMATE AND MAY BE EXTENDED OR REVISED FOLLOWING RECEIPT AND ACCEPTANCE OF PRE-CONSTRUCTION SURVEYS.

6. CONTRACTOR WORK LIMIT NOT SHOWN. SEE PLAN SHEETS.

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

T E

S O

L I C

I T

A T

I O

U M

B E

F I

M A

R K

D W

I Z

C O

N T

R A

B E

SHEET NUMBER

B Y

D E

S C

R I P

T I O

N A

C T

I O

I S

S U

E S

U B

M I T

T A

A T

U S

R M

O R

N G

I N

E E

R S

D I S

T R

I C

D W

R E

V I E

W E

D E

P L O

C A

L E

C K

W N

D A

N G

M G

S J W

G S

P H

I L A

D E

L P

H I A

-I F

T I O

N S d w g

C R

O S

E C

T I O

T A

N O

R T

I L

D W

O O

R S

E Y

H E

R E

F O

L E

E A

W A

N G

L E

S E

T O

W N

S E

N D

I N

L E

A P

L E

N E

J E

R S

T E

C T

I O

C-303

PHILADELPHIA

AutoCAD SHX Text 10'

AutoCAD SHX Text

AutoCAD SHX Text 10'

AutoCAD SHX Text 5'

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text H

AutoCAD SHX Text 10'

AutoCAD SHX Text

AutoCAD SHX Text 10'

AutoCAD SHX Text 5'

STA. 4+00

-50

-30

-20

-10

-40

-50

-30

-20

-10

E L E

V A

T I O

-40

SURVEY & CONST. B

DISTANCE FROM BASELINE

160 140 120 100 80 60 40 20 0

STA. 4+10

-50

-30

-20

-10

-40

-50

-30

-20

-10

E L E

V A

T I O

-40

SURVEY & CONST. B

DISTANCE FROM BASELINE

160 140 120 100 80 60 40 20 0

STA. 4+20

-50

-30

-20

-10

-40

-50

-30

-20

-10

E L E

V A

T I O

-40

SURVEY & CONST. B

DISTANCE FROM BASELINE

160 140 120 100 80 60 40 20 0

STA. 4+30

-50

-30

-20

-10

-40

-50

-30

-20

-10

E L E

V A

T I O

-40

SURVEY & CONST. B

DISTANCE FROM BASELINE

160 140 120 100 80 60 40 20 0

STA. 4+40

-50

-30

-20

-10

-40

-50

-30

-20

-10

E L E

V A

T I O

-40

SURVEY & CONST. B

DISTANCE FROM BASELINE

160 140 120 100 80 60 40 20 0

STA. 4+50

-50

-30

-20

-10

-40

-50

-30

-20

-10

E L E

V A

T I O

-40

SURVEY & CONST. B

13'

MAT LENGTH = 120±

(SEE NOTE 5)

MAT LENGTH = 119±

MAT LENGTH = 120±

MAT LENGTH = 119±

MAT LENGTH = 104±

MAT LENGTH = 105±

STONE FILL (TYP)

CAPSTONE REMOVAL (TYP)

END 2T CAPSTONE REMOVAL/REPLACEMENT

CONTINUE PLACEMENT OF UNDERLAYER STONE, ACB MATTRESS, AND STONE FILL

BEGIN PLACEMENT OF 2-4 ADDITIONAL 2T CAPSTONES ADJACENT TO EXISTING TOE OF SEAWALL

STA. 4+30

65'

112'

112' 112'

112'

UNDERLAYER STONE (TYP)

(SEE NOTE 4)

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

T E

S O

L I C

I T

A T

I O

U M

B E

F I

M A

R K

D W

I Z

C O

N T

R A

B E

SHEET NUMBER

B Y

D E

S C

R I P

T I O

N A

C T

I O

I S

S U

E S

U B

M I T

T A

A T

U S

R M

O R

N G

I N

E E

R S

D I S

T R

I C

D W

R E

V I E

W E

D E

P L O

C A

L E

C K

W N

D A

N G

M G

S J W

G S

P H

I L A

D E

L P

H I A

-I F

T I O

N S d w g

C R

O S

E C

T I O

T A

N O

R T

I L

D W

O O

R S

E Y

H E

R E

F O

L E

E A

W A

N G

L E

S E

T O

W N

S E

N D

I N

L E

A P

L E

N E

J E

R S

T E

C T

I O

C-304

PHILADELPHIA

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-002 FOR SURVEY AND CONSTRUCTION BASELINE, SURVEY ORIGIN POINTS, AND SURVEY PROFILE LINE AZIMUTHS.

3. SEE SHEET C-301 AND C-302 FOR TYPICAL SECTIONS.

4. UNDERLAYER STONE EXTENTS ARE APPROXIMATED FROM 2018 SURVEY DATA AND ARE SUBJECT TO CHANGE DUE TO DYNAMIC SITE CONDITIONS. UNDERLAYER STONE THICKNESS SHOWN FOR

ILLUSTRATIVE PURPOSES ONLY. THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LIMITS OF UNDERLAYER STONE PLACEMENT IN ACCORDANCE WITH THE SPECIFICATIONS.

5. MATTRESS LENGTHS SHOWN ARE APPROXIMATE AND MAY BE EXTENDED OR REVISED FOLLOWING RECEIPT AND ACCEPTANCE OF PRE-CONSTRUCTION SURVEYS.

6. CONTRACTOR WORK LIMIT NOT SHOWN. SEE PLAN SHEETS.

AutoCAD SHX Text 10'

AutoCAD SHX Text

AutoCAD SHX Text 10'

AutoCAD SHX Text 5'

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text H

AutoCAD SHX Text 10'

AutoCAD SHX Text

AutoCAD SHX Text 10'

AutoCAD SHX Text 5'

STA. 4+60

-50

-30

-20

-10

-40

-50

-30

-20

-10

E L E

V A

T I O

-40

SURVEY & CONST. B

DISTANCE FROM BASELINE

160 140 120 100 80 60 40 20 0

STA. 4+70

-50

-30

-20

-10

-40

-50

-30

-20

-10

E L E

V A

T I O

-40

SURVEY & CONST. B

DISTANCE FROM BASELINE

160 140 120 100 80 60 40 20 0

STA. 4+80

-50

-30

-20

-10

-40

-50

-30

-20

-10

E L E

V A

T I O

-40

SURVEY & CONST. B

DISTANCE FROM BASELINE

160 140 120 100 80 60 40 20 0

STA. 4+90

-50

-30

-20

-10

-40

-50

-30

-20

-10

E L E

V A

T I O

-40

SURVEY & CONST. B

DISTANCE FROM BASELINE

160 140 120 100 80 60 40 20 0

STA. 5+00

-50

-30

-20

-10

-40

-50

-30

-20

-10

E L E

V A

T I O

-40

SURVEY & CONST. B

DISTANCE FROM BASELINE

160 140 120 100 80 60 40 20 0

STA. 5+10

-50

-30

-20

-10

-40

-50

-30

-20

-10

E L E

V A

T I O

-40

SURVEY & CONST. B

13'

UNDERLAYER STONE (TYP)

(SEE NOTE 4)

MAT LENGTH = 104±

(SEE NOTE 5)

MAT LENGTH = 102±

MAT LENGTH = 101±

MAT LENGTH = 100±

MAT LENGTH = 101±

STONE FILL (TYP)

65'

112'

112' 112'

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

T E

S O

L I C

I T

A T

I O

U M

B E

F I

M A

R K

D W

I Z

C O

N T

R A

B E

SHEET NUMBER

B Y

D E

S C

R I P

T I O

N A

C T

I O

I S

S U

E S

U B

M I T

T A

A T

U S

R M

O R

N G

I N

E E

R S

D I S

T R

I C

D W

R E

V I E

W E

D E

P…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Dec 28, 2023.