Amendment 01 P1712269 Repair Ammunition Rail Trestle and Culvert.pdf

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01/24/2025

1712269

N40085-18-D-8729

SITE LOCATION AERIAL MAP

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

INDEX OF DRAWINGS

Drawing No. Drawing Title

1 G-001 COVER SHEET & DRAWING INDEX

2 C-101 OVERALL EXISTING CONDITIONS PLAN

3 C-102 EXISTING CONDITIONS PLAN - 1

4 C-103 EXISTING CONDITIONS PLAN - 2

5 C-104 EXISTING CONDITIONS PLAN - 3

6 C-105 EXISTING CONDITIONS PLAN - 4

7 BB101 BORING LOCATION PLAN

8 BB102 COMPACTION AND SINK HOLE GROUTING PLAN

9 BB501 SOIL BORING LOGS - 1

10 BB502 SOIL BORING LOGS - 2

11 BB503 SOIL BORING LOGS - 3

12 C-001 GENERAL NOTES (CIVIL)

13 C-002 GENERAL NOTES, LEGEND AND ABBREVIATIONS (CIVIL)

14 CD101 DEMOLITION PLAN - NORTH A

15 CD102 DEMOLITION PLAN - SOUTH

16 CD103 DEMOLITION PLAN - NORTH B

17 CS101 SITE PLAN - NORTH A

18 CS102 SITE PLAN - SOUTH

19 CS103 SITE PLAN - NORTH B

20 CS401 ENLARGED SITE PLAN - PHASE 1, CULVERT 1B

21 CS402 ENLARGED SITE PLAN - PHASE 2, CULVERT 1A

22 CG101 GRADING PLAN - NORTH A

23 CG102 GRADING PLAN - SOUTH

24 CG103 GRADING PLAN - NORTH B

25 CG104 EROSION CONTROL PLAN - NORTH A

26 CG105 EROSION CONTROL PLAN - SOUTH

27 CG106 EROSION CONTROL PLAN - NORTH B

28 C-201 TYPICAL 72 INCH CULVERT REPAIR PROFILE

29 C-202 TYPICAL 72 INCH CULVERT REPAIR PROFILE

30 C-203 TYPICAL 96 INCH CULVERT REPAIR PROFILE

31 C-204 TYPICAL 96 INCH CULVERT REPAIR PROFILE

32 CT101 SAMPLE TRAFFIC CONTROL PLAN

33 CT102 RAIL TRACK USAGE EXHIBIT

34 C-501 CONSTRUCTION DETAILS

35 C-502 CONSTRUCTION DETAILS

36 C-503 CONSTRUCTION DETAILS

37 C-504 CONSTRUCTION DETAILS

38 C-505 CONSTRUCTION DETAILS

39 C-506 CONSTRUCTION DETAILS

40 C-507 CONSTRUCTION DETAILS

41 L-101 LANDSCAPE PLAN - NORTH A

42 L-102 LANDSCAPE PLAN - SOUTH

43 L-103 LANDSCAPE PLAN - NORTH B

44 L-501 LANDSCAPE DETAILS

45 L-502 LANDSCAPE DETAILS

46 S-101 STRUCTURAL REPAIR LOCATION PLAN AND GENERAL NOTES

47 S-102 CULVERT 1A (DOWNSTREAM) REPAIR PLAN AND SECTION

48 S-103 CULVERT 1A (UPSTREAM) REPAIR PLAN AND SECTION

49 S-104 CULVERT 1B (UPSTREAM) REPAIR PLAN AND SECTION

50 S-201 CRIB WALL REPAIR ELEVATIONS

51 S-501 STRUCTURAL DETAILS - 1

52 S-502 STRUCTURAL DETAILS - 2

53 MN101 MONITORING PLAN

54 MN501 MONITORING DETAILS

No.

PREPARED FOR US NAVY BY:

JANUARY 24, 2025

NAVAL WEAPONS STATION EARLE, BOROUGH OF TINTON FALLS / TOWNSHIP OF MIDDLETOWN,

MONMOUTH COUNTY, NJ

P-1712269 REPAIR AMMUNITION RAIL TRESTLE & CULVERT

FINAL RTA SUBMISSION

SCALE: 1"=400'±

(NJ GEOGRAPHIC INFORMATION NETWORK)

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CIVIL SITE CONSTRUCTION GENERAL NOTES: GRADING NOTES:

DEMOLITION NOTES:

1. THESE PLANS REFERENCE "TOPOGRAPHIC SURVEY, SWIMMING RIVER CULVERTS" PREPARED BY:

GTS CONSULTANTS, INC.

47 WILSON AVENUE

MANALAPAN, NJ 07726

PHONE: (732) 409-0900

DATED: 1/12/2023

THE HORIZONTAL DATUM IS THE NEW JERSEY STATE PLANE COORDINATE SYSTEM (NAD 83) DETERMINED BY DIFFERENTIAL GPS ON AUGUST 24, 2022 UTILIZING THE NGS CORS NETWORK.

2. THIS CULVERT REPAIR PROJECT INCLUDES SITE MOBILIZATION AND DEMOBILIZATION, CLEARING AND GRUBBING, COFFERDAM INSTALLATION, DEWATERING, DREDGING/SEDIMENT REMOVAL, CULVERT CLEANING, CULVERT LINING, CULVERT REPAIRS, FILLING OF VOIDS, HEADWALL REPAIRS, CRIB WALL REPAIRS, DREDGED MATERIAL DISPOSAL, TRACK MONITORING, TRAFFIC CONTROL, SURVEYING, SITE RESTORATION AS REQUIRED, AND INCIDENTAL RELATED WORK. IMPROVEMENTS SHALL BE IN ACCORDANCE WITH UNIFIED FACILITIES CRITERIA DESIGN GUIDELINES, WITH

AMENDMENTS THERETO AND AS SPECIFIED IN THESE PLANS AND TECHNICAL SPECIFICATIONS.

3. PRIOR TO ANY CONSTRUCTION, REVIEW WITH THE COR THE MAINTENANCE AND PROTECTION OF TRAFFIC PLAN, AND SUBMIT FOR APPROVAL A PHASING PLAN INCLUSIVE OF A WRITTEN SEQUENCE OF CONSTRUCTION AND PLANS SHOWING DATES, PHASED WORK AREAS, STOCKPILE AREAS, WORKER PARKING AREAS, TRAILER LOCATION, MATERIAL STORAGE AREAS, MAINTAINED SITE ENTRANCE LOCATION, PORTABLE SANITARY STATIONS, HAUL ROUTES AND ALL OTHER NECESSARY CONSTRUCTION AREAS.

4. PROVIDE PROPER AND SUFFICIENT CONSTRUCTION PROTECTION TO THE WORKERS AND ALL PERSONNEL ONSITE. USACE EM 385-1-1, OSHA, AND FEDERAL CODES MUST BE FOLLOWED.

5. ALL WORK AND MATERIAL SHALL MEET THE REQUIREMENTS OF THE LOCAL AND STATE CONSTRUCTION CODES, LATEST EDITION.

6. QUANTITIES SHOWN HEREIN ARE APPROXIMATE AND FOR GENERAL INFORMATION ONLY. VERIFY ALL QUANTITIES AND PROVIDE ALL MATERIAL, LABOR, SURVEYING, AND COORDINATION WITH UTILITY COMPANIES AND CONTRACTING OFFICER NECESSARY TO CONSTRUCT THE PROJECT COMPLETELY AND AS GENERALLY INTENDED IN THE CONTRACT DOCUMENTS.

7. DISTURBED LAWN AREAS SHALL BE RESTORED WITH TOPSOIL, FERTILIZER AND SEED UNLESS OTHERWISE NOTED INCLUDING AREAS UTILIZED FOR VEHICLE AND WORKER ACCESS REQUIRED FOR

THE PROPOSED IMPROVEMENTS.

8. IMPLEMENT AND MAINTAIN ALL SOIL EROSION CONTROL STRUCTURES AND MEASURES THROUGHOUT CONSTRUCTION. FOLLOW NEW JERSEY SOIL EROSION AND SEDIMENT CONTROL REQUIREMENTS. MODIFICATIONS TO THE SEQUENCE OF CONSTRUCTION SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW AND PROCESSING FOR APPROVAL.

9. EXISTING INLETS, STORMWATER PIPING AND/OR SWALES IMMEDIATELY BELOW THE DISTURBED AREA SHALL HAVE TEMPORARY FILTER FABRIC OR AN APPROVED

EQUAL, TO PREVENT ENTRY OF SEDIMENT DURING CONSTRUCTION.

10. IN CASE OF DISCREPANCIES BETWEEN THESE PLANS AND THE PROJECT SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT SHALL APPLY.

11. SUBMISSIONS REQUIRED FOR DOCUMENTATION OF CONFORMANCE TO THE CONTRACT PLANS, DOCUMENTS, AND SPECIFICATIONS SHALL BE PROVIDED TO THE

CONTRACTING OFFICER FOR DISTRIBUTION TO THE APPROPRIATE REVIEWER.

12. DESIGN TEMPORARY CONSTRUCTION STRUCTURES SUCH AS CRANE MAT PLATFORMS FOR CRANE OPERATIONS AREAS. PROVIDE DESIGN CALCULATIONS AND DRAWINGS SHOWING LOCATION, EXTENT, AND CONSTRUCTION DETAILS OF SAID TEMPORARY STRUCTURES AND SUPPORTS PROPOSED. DOCUMENTS SHALL BE PREPARED AND SEALED BY A NEW JERSEY LICENSED

PROFESSIONAL ENGINEER.

13. DESIGN AND IMPLEMENT AS REQUIRED ADDITIONAL TEMPORARY CLOSURES, BARRICADES, RAILINGS, AND PROTECTION USED TO PROTECT THE WORK, AND PERSONNEL. IF REQUESTED, PROVIDE DRAWINGS INDICATING THE LOCATIONS, EXTENT, AND CONSTRUCTION DETAILS OF SAME. ALL TEMPORARY CONSTRUCTION STRUCTURES SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER

LICENSED IN THE STATE OF NEW JERSEY.

14. INGRESS AND EGRESS TO AND FROM THE CONSTRUCTION SITE SHALL BE KEPT ACCESSIBLE IN ACCORDANCE WITH THE MAINTENANCE AND PROTECTION OF TRAFFIC PLAN. CONSTRUCTION

EQUIPMENT SHALL NOT OBSTRUCT ROADWAYS AND/OR PASSAGEWAYS.

15. MAINTAIN THE CONSTRUCTION SITE AND THE AREAS OF WORK DAILY WHILE PERFORMING THIS CONTRACT. CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE CONSTRUCTION SITE ON A DAILY

BASIS. NO BURNING OF DEBRIS OR EXPLOSIVES SHALL BE PERMITTED.

16. QUALITY CONTROL INSPECTION AND TESTING SHALL BE MADE BY A NAVFAC-APPROVED LABORATORY UNDER CONTRACT TO THE CONTRACTOR. COPIES OF REPORTS AND TESTING RESULTS ASSOCIATED WITH THE CONTRACTOR'S QUALITY CONTROL PROGRAM SHALL BE SUBMITTED TO THE CONTRACTING OFFICER.

17. ILLUMINATE AND PROTECT THE WORK AREA, INCLUDING EXCAVATED TRENCHES AND OPENINGS AT ALL TIMES TO PROTECT AGAINST INJURY TO WORKERS, PEDESTRIANS, WILDLIFE, ETC. IN ACCORDANCE WITH EM 385-1-1 INCLUDING BUT NOT LIMITED TO CHAPTER 25-8.H - SAFE ACCESS - CLASS 1 PROTECTION.

18. DO NOT SCALE DRAWINGS. DETAILS, NOTES, AND THE LIKE ARE TYPICAL AND APPLY IN GENERAL TO SIMILAR CONDITIONS.

19. BY SUBMITTING A PROPOSAL OR AGREEMENT TO PERFORM WORK, THE CONTRACTOR AGREES THAT THEY ARE SKILLED AND EXPERIENCED IN THE USE AND INTERPRETATION OF PLANS AND SPECIFICATIONS, THEY HAVE CAREFULLY REVIEWED THE PLANS AND SPECIFICATIONS FOR THIS PROJECT AND HAVE FOUND THEM TO BE FREE OF AMBIGUITIES AND SUFFICIENT FOR BID AND CONSTRUCTION PURPOSES. FURTHER, THEY HAVE CAREFULLY EXAMINED THE SITE OF THE WORK AND FROM THEIR OWN OBSERVATIONS ARE SATISFIED AS TO THE NATURE AND LOCATION OF THE WORK; THE CHARACTER, QUALITY, AND QUANTITY OF MATERIALS; THE DIFFICULTIES LIKELY TO BE ENCOUNTERED, AND OTHER ITEMS WHICH MAY AFFECT THE PERFORMANCE OF WORK.

20. WORK SHALL BE SCHEDULED AND FULLY COORDINATED IN ADVANCE OF PERFORMANCE WITH THE CONTRACTING OFFICER.

21. PROJECT EXECUTION REQUIRES THE USE OF AREAS SURROUNDING /OVER ACTIVE RAIL TRACKS. TEMPORARY OCCUPATION OF THESE AREAS, THAT INCLUDES THE SHUT DOWN OF NWS RAIL ACTIVITIES ARE PERMITTED WITH COR COORDINATION AND WRITTEN NOTIFICATION PROVIDED A MINIMUM OF 15 WORKING DAYS PRIOR TO USE. REFER TO THE RAIL TRACK USAGE EXHIBIT (CT-102) AND PROJECT SPECIFICATIONS FOR ADDITIONAL RAIL TRACK AND SURROUNDING AREA USAGE REQUIREMENTS.

22. REFER TO THE FOLLOWING PERMITS IN THE PROJECT SPECIFICATIONS (01 57 19) FOR ADDITIONAL SPECIFIC CONSTRUCTION REQUIREMENTS AND LIMITATIONS:

NEW JERSEY DEPARTMENT OF ENVIRONMENTAL PROTECTION (NJDEP):

A. NJDEP GENERAL PERMIT (GP1) MAINTENANCE AND REPAIR: RECEIVED SEPTEMBER 19, 2024.

B. NJDEP COASTAL WETLAND: NJDEP FILE NO. 1300-23-0001.2 CDT 240001, RECEIVED – JULY 5, 2024.

C. NJDEP FEDERAL CONSISTENCY WATER QUALITY CERTIFICATION/ACCEPTABLE USE DETERMINATION/FILE AND ACTIVITY NO 1300-23-0001.2 CDT 240001: RECEIVED JULY 5, 2024.

D. NJDEP TRANSITION AREA WAIVER SPECIAL ACTIVITY - LINEAR DEVELOPMENT: RECEIVED SEPTEMBER 19, 2024.

E. NJDEP DIVISION OF WATER SUPPLY AND GEOSCIENCE, BWA-002 TEMPORARY DEWATERING PERMIT 1393D: RECEIVED MARCH 25, 2025.

F. NJDEP DIVISION OF WATER SUPPLY AND GEOSCIENCE, (WELL PERMIT(S) TO BE OBTAINED BY THE CONTRACTOR/WELL DRILLER) G. NJDEP BUREAU OF NJPDES STORMWATER PERMITTING, 5G3-CONSTRUCTION ACTIVITY STORMWATER GENERAL PERMIT NO NJG0369756: RECEIVED APRIL 22, 2025.

FEDERAL- US ARMY CORPS OF ENGINEERS (USACE):

A. USACE NATIONWIDE PERMIT (NWP) NO. 3 - MAINTENANCE AND NO. 33 TEMPORARY CONSTRUCTION ACCESS AND DEWATERING, PERMIT APPLICATION NUMBER, NAN-2023-00028-EMI:

RECEIVED AUGUST 7, 2024

FREEHOLD SOIL CONSERVATION DISTRICT (FSCD):

A. FSCD CERTIFICATION CODE GV0SJVAVIG: RECEIVED APRIL 14, 2025.

23. THE PROJECT MUST BE PHASED AS INDICATED ON THESE PLANS. ONLY ONE SET OF CULVERTS (1A OR 1B) MAY BE BLOCKED FROM RIVER FLOW AT ANY TIME. AT NO TIME SHALL MORE THAN 8

CULVERTS BE BLOCKED FROM RIVER FLOW.

24. HOT WORK PERMITS TO BE SUBMITTED TO NWSE FIRE DIVISION AND NWSE EXPLOSIVE SAFETY DIVISION THROUGH COR FOR APPROVAL. SEE 01 35 26 FOR FORM TEMPLATES AND SPECIFIC

PROCEDURES.

25. THE ACTIVE RAIL TRACKS MUST NOT BE DAMAGED IN ANY WAY DURING THE CONSTRUCTION OPERATIONS SHOWN ON THESES PLANS. ALL WORK ADJACENT TO THE ACTIVE RAIL TRACKS MUST BE COORDINATED WITH THE COR AT LEAST 48 HOURS IN ADVANCE IN WRITING, GIVING THE COR THE OPPORTUNITY TO MONITOR THE CONSTRUCTION OPERATION. NO DAMAGE TO THE INACTIVE RAIL

TRACK IS PERMITTED WITHOUT WRITTEN APPROVAL OF THE COR.

1. GRADE: MAXIMUM SLOPE OF DISTURBED AND RESTORED AREAS SHALL BE 3:1. DISTURBED AREAS GREATER THAN 3:1 MUST BE RESTORED WITH SOIL EROSION BLANKETS OR

SOD. SEE LANDSCAPE PLAN.

2. NOTIFY THE COR OF ANY SUBGRADES NOT MEETING THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS. PROVIDE THE CONTRACTING OFFICER WITH RECOMMENDATIONS

FOR REMOVAL LIMITS.

3. ALL EXISTING GRADES MUST BE VERIFIED PRIOR TO CONSTRUCTION.

4. DESIGN AND CONSTRUCT TEMPORARY GRADING, DUNNAGE, CRANE MATS, BALLAST, OR OTHER APPROVED METHOD AS REQUIRED FOR CRANE AND OTHER EQUIPMENT CIRCULATION AND CONSTRUCTION OPERATION. SUBMIT DESIGN PLANS TO THE COR FOR APPROVAL.

1. PIPES, CULVERTS, HEADWALLS, SWALES, ETC. WITHIN AND NEAR THE AREA OF WORK SHALL BE KEPT FREE FROM MATERIAL THAT WOULD HAMPER THE PERFORMANCE OF THE DRAINAGE SYSTEMS. UPON COMPLETION OF CONSTRUCTION, REMOVE ALL ACCUMULATED SEDIMENT. DISPOSE OF ALL UNSUITABLE OR EXCESS EXCAVATED MATERIALS.

2. EXERCISE CARE TO PREVENT DAMAGE TO ANY MATERIALS OR STRUCTURES THAT ARE TO REMAIN IN PLACE. REPAIR ALL DAMAGE AT NO ADDITIONAL COST TO THE

GOVERNMENT.

3. ALL AREAS OUTSIDE THE "LIMITS OF WORK" WHICH ARE DAMAGED BY THE WORK, SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AND THAT OF THE SURROUNDING AREA.

THE RESTORATION SHALL BE DONE AT NO ADDITIONAL COST TO THE GOVERNMENT, AND SHALL BE APPROVED BY CONTRACTING OFFICER.

4. EXCEPT ITEMS DIRECTED BY THE CONTRACTING OFFICER TO BE SALVAGED, GRUBBING AND CLEARING RESIDUE, DEMOLISHED MATERIAL, RUBBISH AND DEBRIS GENERATED BY THIS PROJECT SHALL BE HAULED OFF-SITE. DEMOLISHED MATERIAL TO BE MANAGED ACCORDING TO THE TEMPORARY ENVIRONMENTAL CONTROLS SPECIFICATIONS. ITEMS

FROM THE SITE TO BE LEGALLY DISPOSED OF.

5. PREVENT CONTAMINATED WATER, GASOLINE, OR ANY OTHER CONTAMINANTS FROM ENTERING EXCAVATIONS, WATERWAYS AND/OR SURFACE AREAS. FOLLOW REQUIREMENTS

FOR SPILL RESPONSE IN THE TEMPORARY ENVIRONMENTAL CONTROLS SPECIFICATIONS.

6. MANAGEMENT OF WASTES GENERATED FROM THIS PROJECT AS WELL AS UNKNOWN CONTAMINATION IS ADDRESSED IN THE TEMPORARY ENVIRONMENTAL CONTROLS

SPECIFICATIONS.

7. REMOVE FROM THE NAVAL WEAPONS STATION ALL EXCAVATED SEDIMENT, BRUSH, SHRUBS, DOWN-TIMBER, ROOTS, RUBBISH, STRUCTURES, FENCES, PIPING AND EXISTING IMPROVEMENTS WHERE INDICATED AND/OR WITHIN THE DEVELOPMENT AREAS OF THE CONSTRUCTION SITE. THE SITE SHALL BE LEFT IN AN ORDERLY AND NEAT CONDITION.

8. PROTECT STREETS, ROADS, AND ADJACENT PROPERTY.

9. STRICTLY OBSERVE POLICE AND FIRE PREVENTION CODE REGULATIONS AT ALL TIMES.

1. THE SEDIMENT REMOVAL NOTES BELOW APPLY TO THE REMOVAL OF SEDIMENTS WITHIN THE CULVERT PIPES AND ADDITIONAL SEDIMENTS WITHIN THE TEMPORARY COFFERDAMS TO COMPLETE REPAIRS ON THE PIPES. SEDIMENT ANALYTICAL DATA IS PROVIDED FOLLOWING SPECIFICATION SECTION 01 57 19 TEMPORARY ENVIRONMENTAL

CONTROLS.

2. A SEDIMENT REMOVAL WORKPLAN MUST BE SUBMITTED TO THE COR FOR APPROVAL NO LESS THAN 15 WORKING DAYS IN ADVANCE OF SEDIMENT REMOVAL ACTIVITIES.

3. DO NOT REMOVE SEDIMENTS FROM SWIMMING RIVER UNTIL SHEETPILE COFFERDAMS ARE INSTALLED AND THE EXCAVATION AREA IS SEALED OFF FROM THE SWIMMING RIVER.

4. REMOVE ALL SEDIMENT, SOILS AND DEBRIS FROM WITHIN THE EXISTING PIPES AND WITHIN THE WORK AREAS BETWEEN THE SHEET PILE COFFERDAM AND THE CULVERT PIPES

AS NECESSARY TO CREATE A WORK AREA TO COMPLETE THE LINING OF THE PIPES.

5. REMOVAL OF SEDIMENTS, SOILS AND DEBRIS INCLUDING ALL INTERSTITIAL PORE WATER OR DECANT WATER ASSOCIATED WITH THE REMOVED MATERIAL MUST BE PERFORMED IN A CONTROLLED MANNER WITH A VAC TRUCK AND PREVENTED FROM DISCHARGING INTO THE RIVER, OR UPLAND AREAS ON SITE INCLUDING ROADWAYS AND EMBANKMENTS.

6. ESTIMATED QUANTITIES OF SEDIMENTS/SOILS WITHIN THE CULVERT PIPE ARE BASED ON AME-CH2M JV’S 2019 INSPECTION REPORT. ESTIMATED QUANTITIES OF SEDIMENT BETWEEN THE CULVERT PIPE AND THE SHEET PILE COFFERDAM ARE BASED ON SURVEY ELEVATIONS AND ASSUME A REMOVAL DEPTH OF -2.0’ BELOW THE INVERT OF THE CULVERT PIPES. THE QUANTITIES BELOW ARE ESTIMATED IN-SITU VOLUMES AND DO NOT INCLUDE ANY ADDITIONAL VOLUMES OF STANDING WATER OR SLURRY WATER

REMOVED WITH THE SEDIMENTS

A. WITHIN CULVERTS 1A: 670 CY

B. UPSTREAM AND DOWNSTREAM WORK AREAS WITHIN COFFERDAM WORK AREAS OF CULVERT 1A: 113 CY

C. WITHIN CULVERTS 1B: 319 CY

D. UPSTREAM AND DOWNSTREAM WORK AREAS WITHIN COFFERDAM WORK AREAS OF CULVERT 1B: 127 CY E. EXACT QUANTITIES OF SEDIMENTS/SOILS WITHIN THE CULVERT PIPES WILL VARY BASED ON CURRENT ENVIRONMENTAL CONDITIONS AT THE TIME OF WORK.

7. PRIOR TO REMOVING SEDIMENTS/SOILS FROM THE CULVERTS AND WORK AREAS WITHIN COFFERDAMS, DRAW DOWN WATER WITHIN THE COFFER CELLS MAY BE PUMPED OUT AND DISCHARGED INTO THE SWIMMING RIVER TO FACILITATE REMOVAL OF SEDIMENTS. NO SEDIMENTS FROM WITHIN COFFER CELLS MAY BE DISCHARGED INTO THE SWIMMING

RIVER DURING THE PROCESS OF REMOVING WATER FROM THE COFFERDAM AREA AND CULVERTS.

8. DRAWING DOWN THE WATER COLUMN WITHIN THE COFFERDAM AND DISCHARGING DIRECTLY BACK INTO THE RIVER IS PERMITTED PROVIDED ADDITIONAL SEDIMENT IS NOT INTRODUCED INTO THE PUMPED WATER. A SEDIMENT FILTER/BAG MAY BE USED FOR WATER COLUMN DRAWDOWN IF REQUIRED TO PREVENT SEDIMENT FROM BEING DISCHARGED TO THE RIVER. PUMPED WATER FROM THE COFFERDAM SUMP PITS MUST BE PROCESSED THROUGH A SEDIMENT/FILTER BAG OR OTHER COR APPROVED

METHOD. SUBMIT A PLAN TO THE COR FOR APPROVAL.

9. SEDIMENT, DEBRIS AND ASSOCIATED DECANT AND PORE WATER MUST BE REMOVED FROM NWSE PROPERTY, TRANSPORTED AND DISPOSED OF IN ACCORDANCE WITH THE

NJDEP QWC, AUD AND COASTAL WETLAND PROJECT PERMITS.

10. ALL ACTIVITIES MUST BE COMPLETED IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS WHETHER OR NOT THESE REGULATORY REQUIREMENTS ARE

SPECIFICALLY INCLUDED IN THE PROJECT PERMITS.

11. SEDIMENT REMOVAL MUST BE COMPLETED IN A MANNER THAT AVOIDS ANY DISCHARGE OF SEDIMENTS OR DECANT WATER FROM SEDIMENTS AT THE SITE. ALL SEDIMENTS AND ANY WATER REMOVED WITH SEDIMENTS INCLUDING BOTH INTERSTITIAL (PORE) WATER AND FREE WATER MUST BE REMOVED, TRANSPORTED AND DISPOSED WITH SEDIMENTS

AT A NJDEP APPROVED OFFSITE LOCATION PERMITTED TO ACCEPT THE MATERIAL.

12. DISPOSE OF SEDIMENTS AT THE APPROVED FACILITY NAMED IN THE NJDEP PERMITS, OR OBTAIN A LETTER OF PERMISSION FROM THE COR AND NJDEP FOR THE ALTERNATE

SITE.

13. USE OF HAND TOOLS IS PERMITTED TO RELOCATE SEDIMENTS/SOILS TO WORK AREAS WITHIN THE CULVERT PIPES AND COFFER CELL WORK AREAS TO FACILITATE REMOVAL.

14. VEHICLES OR RECEPTACLES DESIGNATED FOR SEDIMENT REMOVAL AND TRANSPORT MUST REMAIN WITHIN THE STAGING AREAS OR WORK AREA AS DELINEATED IN THE

CONSTRUCTION DRAWINGS OR OTHER CONTRACT DOCUMENTS.

15. SEDIMENTS AT THE BOTTOM OF THE COFFERDAM TO BE REMOVED MUST BE REMOVED IN A CONTROLLED MANNER AND PREVENTED FROM DISCHARGING INTO THE RIVER, RIVERBED OR UPLAND AREAS ON SITE, INCLUDING INTERSTITIAL/PORE WATER OR DECANT WATER ASSOCIATED WITH REMOVED SEDIMENTS. ALL SEDIMENTS REMOVED INCLUDING DECANT WATER MUST BE DISPOSED IN A NJDEP APPROVED DISPOSAL FACILITY IN ACCORDANCE WITH THE NJDEP FEDERAL CONSISTENCY WATER QUALITY

CERTIFICATION/ACCEPTABLE USE DETERMINATION/FILE AND ACTIVITY NO 1300-23-0001.2.

16. USE OF SEDIMENT FILTER BAGS TO DEWATER SEDIMENTS REMOVED FROM THE BOTTOM OF THE COFFERDAM IS PROHIBITED UNLESS DECANT WATER FROM FILTER BAGS IS CONTAINED AND DISPOSED OFFSITE IN ACCORDANCE WITH THE ABOVE CRITERIA AND ALL APPLICABLE REGULATIONS.

SEDIMENT REMOVAL NOTES:

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DRAWFORM REVISION: 25 AUGUST 2020

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

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P

OF

M

ID

DL

ET

OW

N, N

J

P-

RE

PA

IR

A M

M

UN

IT

IO

N

RA

IL

TR

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TL

E

CU

LV

ER

T

01/24/2025

1712269

N40085-18-D-8729

G

EN

ER

AL

N O

TE

S

(C

IV

IL

KM DP JK

AS SHOWN

C-001

AM

EN

DM

EN

T 0

/05 /20

WLF B-3

DISK FOUND

N: 543500.4602 E: 601036.8051

ELEV: 38.34

WLF B-4

WLF B-5

WLF B-6

WLF B-7

WLF B-8

WLF B-9

WLF B-10

WLF B-2

WLF B-1

WLF E-6

WLF E-5

WLF E-4

WLF E-3

WLF E-2

WLF A-2

WLF A-3

WLF A-4 WLF A-5

WLF C-1

WLF C-2

WLF C-3

WLF C-4

WLF C-5

WLF C-6

WLF C-7

WLF C-8

WLF C-9

WLF C-10

WLF C-11

WLF C-12

WLF C-13

WLF C-14

WLF C-15

WLF D-1

WLF D-2

WLF D-3

WLF D-4 WLF D-5

WLF D-6

WLF D-7

WLF D-8

WLF D-9

WLF D-10

WLF D-11

WLF D-12

WLF D-13

WLF D-14

WLF D-15

WLF D-16

WLF D-17

WLF D-18

WLF D-19

INV: -3.03

INV: -3.49

WLF E-1

HEAD WALL

RIP RAP

WLF A-1

WALL

RIP RAP

INV: -3.51

INV: -3.13

INV: -2.65

INV: -2.91

INV: -2.76

INV: -2.48INV: -3.73

INV: -4.11

INV: -4.23

INV: -4.50

INV: -4.55

INV: -4.74

INV: -5.18

INV: -5.32

INV: -4.14

INV: -4.10

INV: -4.23

INV: -4.17

INV: -4.11

INV: -4.25

INV: -4.45

INV: -4.64

INV: -2.87

INV: -3.08

INV: -3.71

INV: -4.17

INV: -3.99

INV: -4.09

INV: -3.90

INV: -3.98

SINKHOLE

SINKHOLE

SINKHOLE

SINKHOLE

SINKHOLE

SINKHOLE

SAND

DO

UB

LE

Y

EL

L

SI

NG

LE

W

HI

TE

LI

NE

GU

ID

E

RA

IL

GU

ID

E

RA

IL

W

AL

L

72" CMP

96" CMP

72" CMP

72" CMP

72" CMP

72" CMP

72" CMP

72" CMP

72" CMP

96" CMP

96" CMP

96" CMP

96" CMP

96" CMP

96" CMP

96" CMP

SINKHOLE

TYP.

SWIMMING RIVER

N O

R M

AN

D

Y R

O

AD

CO

NC

RE

TE

W

AL

L W / R

AI

L

CO

NC

RE

TE

W

AL

L W

RA

IL

PILE

SWIMMING RIVER

SWIMMING RIVER

6'

CH

AI

NL

IN

K

FE

NC

E

ED

GE

O F

W

OO

DS

RA

ILR

OA

D

CO

NC

RE

TE

B

RI

DG

E

BRIDGE

JOINT

BRIDGE

JOINT

DISK FOUND

N: 543398.4307 E: 601071.5764

ELEV: 19.22

DISK FOUND

N: 542979.3749 E: 601297.5594

ELEV: 15.03

HEADWALL

MONUMENT FOUND

N: 543093.2930 E: 601127.5930

ELEV: 30.64

BL

OC

K

LO

T

N/ F

TO

W

NS

HI

P

OF

M

ID

DL

ET

OW

N

(D

EE

D

NO

T

RE

CO

VE

RE

D)

BL

OC

K

.01

LO

T

N/ F

BO

RO

UG

H

OF

TI

NT

ON

F

AL

LS

(D

EE

D

NO

T

RE

CO

VE

RE

D) BL

OC

K

.01

LO

T

N/ F

BO

RO

UG

H

OF

T

IN

TO

N

FA

LL

S

(D

EE

D

NO

T

RE

CO

VE

RE

D)

COLUMN

COLUMN

COLUMN

BRIDGE JOINT

BRIDGE JOINT

BRIDGE JOINT

X

X

X X

X X

X X

X X

X X

X X

X

GR

AS

S

GR

AS

S

GR

AS

S/

GR

AV

EL

SINKHOLETYP.

AS

PH

AL

T

PA

VE

ME

NT

GR

AS

S

GR

AS

S/

ST

UM

PS

GR

AS

S/

ST

UM

PS

W

OO

D

CH

IP

S/

ST

UM

PS

BRIDGE JOINT

COLUMN

ED

GE

O F

BA

LL

AS

T

ED

GE

O F

BA

LL

AS

T

ED

GE

O F

BA

LL

AS

T

' S

EW

ER

EA

SE

MEN

T

AP

PR

OXIM

AT

E L

OCAT

IO

N PE

R TM

TOWNSHIP OF MIDDLETOWN

BOROUGH OF TINTON FALLS

TO

B

TO

B

TOB

TOB

TO

B

TO

B

TOB

TOB

TOB

TOB

TOB

TOB

TOBTOB

TOB

TOB

TOB

TO

B

TOB

TOB

TO

B

TO

B

TO

B

TOB

TOB

TOB

TOB

TO

B

TOB

TOB

TOB

TOB

TOB

TOB

TO

B

TOB TOB

TO

B

TO

B

TO

B

TO

B

TOB

TO

B

TO

B

TOB

TOB

TOB

TOB TOB TOB

TOB TOB

TOB

TOB

TO

B

TOB

TO

B

TOB

TOB

TOB

TOB

TOB

TOB

TO

B

TOB

TOB

TOB

TOB

COMBINATION

CONCRETE/CRIB

WALL

X X

X

X

PHASE 1

CULVERTS 1B

PHASE 2

CULVERTS 1A

PHASE 1

CULVERTS 1B

PHASE 2

CULVERTS 1A

D

X

X

X

CULVERT 1A-1

CULVERT 1A-8

CULVERT 1B-1

CULVERT 1B-8

PROPOSED TEMPORARY

CONSTRUCTION EASEMENT

FROM BOROUGH OF TINTON

FALLS

40.0'

40.00'

PROPOSED TEMPORARY

CONSTRUCTION EASEMENT

FROM TOWNSHIP OF

MIDDLETOWN

(8)

(8)

LIMIT OF

WETLANDS

SURVEY

LIMIT OF

WETLANDS

SURVEY

LIMIT OF

WETLANDS

SURVEY

50' RIPARIAN

BUFFER

50' RIPARIAN

BUFFER

50' RIPARIAN

BUFFER

32.00'

32.00'

.00

N: 543420.2370 E: 601269.8091

N: 543478.3063 E: 601270.5840

N: 543512.7042 E: 601266.4743

N: 543047.4639 E: 601224.3149

.00

50' RIPARIAN

BUFFER

35.00'

N

N O

R M

A N

D Y

R D

RI

VE

R

SWIMMING

N

CS101

CS102

CS103

1. SHEET PILE COFFERDAM LOCATIONS AND ELEVATIONS HAVE BEEN

APPROVED BY NJDEP, NO MODIFICATIONS ARE PERMITTED

(DETAIL C-503/A1)

2. TURBIDITY BARRIER (DETAIL C-501/A3)

4. DEWATER AND REMOVE SEDIMENT AND DEBRIS TO PIPE INVERT, REPAIR

BOTTOM HALF OF PIPE AND APPLY SPRAY LINING (DETAIL C-502/A1) (TYP.)

5. DE-WATERING SUMP(S) WITHIN COFFERDAM, SIZE, NUMBER AND

LOCATIONS AS REQUIRED.

SUBMIT FILTER BAG(S) LOCATION(S) AND PRODUCT DATA TO THE COR FOR

APPROVAL (TYP.)

6. REMOVE SEDIMENT AND DEBRIS AS REQUIRED TO ACCESS THE PIPE

INVERTS AND PERFORM REPAIR. SLOPE BOTTOM OF EXCAVATION

TOWARDS SUMP PITS AS REQUIRED. DISPOSE OF REMOVED SEDIMENT AND

DEBRIS IN ACCORDANCE WITH C-001, SEDIMENT REMOVAL NOTES.

STABILIZE AREA AS REQUIRED FOR EQUIPMENT AND OPERATIONS. REMOVE

ALL STABILIZATION MATERIALS AND RESTORE WITH NATIVE MATERIALS

PRIOR TO REMOVAL OF SHEET PILE COFFERDAM

7. AREA ALONG NORMANDY ROAD RESERVED FOR CONTRACTOR STAGING

AND OPERATIONS AS NEEDED INCLUDING SEDIMENT AND DEBRIS REMOVAL

AND PLACEMENT OF EQUIPMENT. SEE THE SAMPLE MAINTENANCE AND

PROTECTION OF TRAFFIC PLAN. PREPARE AND SUBMIT A MAINTENANCE

AND PROTECTION OF TRAFFIC PLAN FOR EACH PHASE OF CONSTRUCTION

TO THE COR FOR APPROVAL

8. PERMITTED CONSTRUCTION WORKER ACCESS ONLY. NO REGRADING

DISTURBANCE PERMITTED

9. PERMITTED WOODED/VEGETATED AREA DISTURBANCE FOR

CONSTRUCTION OPERATIONS. RESTORE AREA PER LANDSCAPE PLANS.

10. SANDBAG OR ALTERNATE METHOD AS REQUIRED PER CONTRACTOR TO

SEAL BETWEEN EXISTING WALL/SITE CONDITIONS AND SHEET PILE COFFER

DAM TO MAINTAIN A WORKABLE AREA TO THE CULVERTS. SUBMIT

SELECTED METHOD PLAN AND PRODUCT DATA TO THE COR FOR APPROVAL

11. SEE STRUCTURAL PLANS FOR WALL REPAIRS (TYP. ALONG LENGTH OF

WALL)

12. CREATE 8'± GATED OPENING IN CHAIN LINK FENCE FOR WORKER ACCESS.

REPAIR FENCE TO MATCH EXISTING UPON COMPLETION OF PROJECT

13. AREA MAY BE UTILIZED FOR CONTRACTOR ACCESS, STAGING AND

OPERATIONS AS NEEDED INCLUDING SEDIMENT AND DEBRIS REMOVAL AND

PLACEMENT OF EQUIPMENT. INSTALL TEMPORARY DUNNAGE, CRANE MATS,

BALLAST OR OTHER APPROVED MATERIAL AS REQUIRED FOR MOBILIZATION

AND STABILIZATION. (DETAIL C-504) SUBMIT PLANS SIGNED AND SEALED BY

A NJ LICENSED ENGINEER TO THE COR FOR APPROVAL

14. PERMITTED WORKER AND SMALL ALL-TERRAIN VEHICLE ACCESS. LIMITED

DISTURBANCE BY ALL-TERRAIN VEHICLE PERMITTED. NO TREE REMOVAL

OR REGRADING PERMITTED. RESTORE AND STABILIZE ALL DISTURBED

AREAS PER LANDSCAPE PLANS

15. GRASS AREA AVAILABLE FOR CONTRACTOR STORAGE, STAGING,

DE-WATERING, AND GENERAL CONSTRUCTION OPERATIONS. STABILIZE

AREA AS REQUIRED FOR CONSTRUCTION OPERATIONS. RESTORE

DISTURBED AREAS PER LANDSCAPE PLANS

16. STONE/RIP-RAP AREA UNDER THE ELEVATED BRIDGE AND OVER CULVERTS

1A CONTAINS SEVERAL CAVERNOUS SINK HOLES. EXTREME CAUTION MUST

BE USED WHEN ACCESSING THIS AREA PRIOR TO REPAIR. THE AREAS

DETERMINED TO BE STABLE ARE AVAILABLE FOR CONTRACTOR STORAGE,

STAGING, DE-WATERING, AND GENERAL CONSTRUCTION OPERATIONS.

RESTORE DISTURBED AREAS WITH MATCHING RIP-RAP. SEE SHEET BB102

FOR SINK HOLE INFORMATION

20. USE OF ACTIVE RAIL TRACK AND SURROUNDING AREA IS PERMITTED PER

LIMITATIONS IDENTIFIED ON THE RAIL TRACK USAGE EXHIBIT CT-102 AND

PROJECT SPECIFICATIONS. REFER TO BB102 FOR COMPACTION GROUTING

REQUIREMENTS. RESTORE THE BALLAST WITHIN THE ACTIVE TRACK AREA

OVER AND BETWEEN THE CULVERTS TO BE REPAIRED

21. CRANE ACCESS TO STAGING AREA FOR COFFERDAM INSTALLATION.

ADJACENT GRADING SHOWN ON SHEETS CG101-103 IS APPROXIMATE. LIMIT

OF DISTURBANCE IS THE MAXIMUM PERMITTED AND HAS BEEN PERMITTED

THROUGH NJDEP. CLEAR AND TRIM OVERHEAD VEGETATION AS REQUIRED.

IMPROVE THE ACCESS ROUTE AS NECESSARY (INCLUDING THE USE OF

FILTER FABRIC) FOR USE OF THE SELECTED EQUIPMENT. UPON

COMPLETION OF CULVERT REPAIRS, REMOVE MATERIAL INSTALLED TO

SUPPORT CRANE ACCESS TO EXISTING SOILS, OR INSTALLED

SATISFACTORY MATERIAL. SCARIFY GRADE PRIOR TO BACKFILLING WITH

SATISFACTORY MATERIAL TO 8” BELOW FINAL GRADES. COMPLETE

BACKFILL TO FINISHED GRADE WITH TOPSOIL PER SPECIFICATIONS WHILE

INSTALLING PLANT MATERIAL, SEED AND MULCH PER LANDSCAPE PLAN.

RESTORE AREA PER LANDSCAPE PLANS. SUBMIT FINAL GRADING AND

TEMPORARY WALL DESIGN PLANS SIGNED AND SEALED BY A NJ LICENSED

ENGINEER FOR THE CRANE STAGING AREA TO THE COR FOR APPROVAL

22. TREELINE

23. DEWATERING WELLS WITHIN EMBANKMENT, NUMBER, SIZE AND LOCATIONS

AS REQUIRED AND DETERMINED BY CONTRACTOR. LOCATIONS MUST NOT

ENCROACH/DAMAGE ACTIVE RAIL, ROADWAY OR OTHER EXISTING

IMPROVEMENTS. DISCHARGE INTO SEDIMENT FILTERING BAG(S) PRIOR TO

INTRODUCING BACK INTO RIVER (TYP.). SUBMIT WELL AND FILTER BAG(S)

LOCATION(S) AND DESIGN AND PRODUCT DATA TO THE COR FOR

APPROVAL

24. TEMPORARY CONSTRUCTION FENCING. ADDITIONAL FENCING WITHIN THE

LIMIT OF DISTURBANCE IS PERMITTED AT THE CONTRACTORS DISCRETION

AND APPROVAL FROM COR. EM-385-1-1 CLASS 1 PERIMETER PROTECTION

SAFETY REQUIREMENTS MUST BE FOLLOWED FOR ANY EXCAVATION.

(DETAIL C-504/A1)

25. CONSTRUCTION ACCESS GATE TYPE 2 (DETAIL C-504/B4)

26. REFER TO ENLARGEMENT PLANS (CS401 AND CS402) FOR LIMITS OF

COFFERDAM AND TURBIDITY BARRIER DURING PHASE 1 AND PHASE 2

CONSTRUCTION

27. CRANE STAGING AREA FOR COFFERDAM INSTALLATION. REFER TO BB102

FOR COMPACTION GROUTING REQUIREMENTS. SUBMIT PLANS SIGNED

AND SEALED BY A NJ LICENSED ENGINEER FOR THE CRANE STAGING

AREA, INCLUDING ANY TEMPORARY WALLS DESIGNED TO SUPPORT THE

EQUIPMENT SELECTED AND LIFTS REQUIRED TO THE COR FOR APPROVAL.

AT NO TIME SHALL MORE THAN ONE CRANE OCCUPY THE STAGING AREA

ALONG THE INACTIVE RAIL TRACK. RESTORE THE DISTURBED TRACK

AREA WITH BALLAST

44. TEMPORARY PIPE PLUG AND SANDBAGS

45. TEMPORARY STORM MANHOLE (DETAIL C-505/C1)

46. TEMPORARY FLARED END SECTION (DETAIL C-505/A1)

47. TEMPORARY PREFORMED SCOUR HOLE (DETAIL C-505/A3)

48. MAINTAIN 6" HDPE CORRUGATED DRAIN PIPE DURING CONSTRUCTION.

REPAIR ANY DAMAGE AT THE END OF CONSTRUCTION

60'0' 1"=30'

30'

GRAPHIC SCALE

SI

TE

P

LA

N

N O

R

TH

A

KM DP JK

AS SHOWN

CS101

FI

LE

N

AM

E:

C

:\T em p\p w_ wo rk\ es t-ls

\d0

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7p m

US

ER

: p ate ld

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G

S

YS

TE

M

S C

O M

M

AN

D

DES DRW

SY

M

D

ES

C R

IP

TI

O N

D

AT

E

AP

PR

DRAWFORM REVISION: 25 AUGUST 2020

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

NA

VA

L

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

S

YS

TE

M

S

CO

M M

AN

D

- M

ID

-A

TL

AN

TI

C

NA

VA

L W

EA

PO

NS

S

TA

TI

ON

E

AR

LE

C

OL

TS

N

EC

K, N J

NA

VA

L W

EA

PO

NS

S

TA

TI

ON

E

AR

LE

B

OR

OU

GH

O

F

TI

NT

ON

F

AL

LS

/ T

OW

NS

HI

P

OF

M

ID

DL

ET

OW

N, N

J

P-

RE

PA

IR

A M

M

UN

IT

IO

N

RA

IL

TR

ES

TL

E

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LV

ER

T

01/24/2025

1712269

N40085-18-D-8729

SEE SHEET CS102

SHEET KEY

A1 SITE PLAN - NORTH A

SCALE: 1"=30'

KEYNOTES#SEE SHEET CS103

AM

EN

DM

EN

T 0

/05

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

X X

X X

X X

X X

X X

X X

X X

X X

CULVERT 1A-8

CULVERT 1A-7

CULVERT 1A-6

CULVERT 1A-5

CULVERT 1A-4

CULVERT 1A-3

CULVERT 1A-2

CULVERT 1A-1

HEAD WALL

RIP RAP

W

AL

L

RIP RAP

INV: -4.14

INV: -4.10

INV: -4.23

INV: -4.17

INV: -4.11

INV: -4.25

INV: -4.45

INV: -4.64

INV: -2.87

INV: -3.08

INV: -3.71

INV: -4.17

INV: -3.99

INV: -4.09

INV: -3.90

INV: -3.98

SINKHOLE

SINKHOLE

SINKHOLE

SINKHOLE SINKHOLE

SINKHOLE

SAND

96" CMP

96" CMP

96" CMP

96" CMP

96" CMP

96" CMP

96" CMP

96" CMP

SINKHOLE

TYP.

SWIMMING RIVER

SWIMMING

RIVER

6'

CH

AI

NL

IN

K

FE

NC

E

ED

GE

O F

W

OO

DS

RA

ILR

OA

D

CO

NC

RE

TE

B

RI

DG

E

COLUMN

COLUMN

BRIDGE JOINT

BRIDGE JOINT

GR

AS

S/

GR

AV

EL

SINKHOLE

TYP.

GR

AS

S/

ST

UM

PS

BRIDGE JOINT

COLUMN

ED

GE

O F

W

OO

DS

RA

ILR

OA

D

6'

CH

AI

NL

IN

K

FE

NC

E

GR

AS

S/

ST

UM

PS

CO

NC

RE

TE

B

RI

DG

E

5.3

5'±

15.00'±

13.78'±

13.78'±

18.37'±

N O

R M

AN

D

Y R

O

AD

9.4

2'±

5.00'

5.00'

N: 543266.6093 E: 601063.1785

N: 543101.6654 E: 601051.5408

N: 543089.6808 E: 601219.3600

N: 543210.3803 E: 601205.9248

N: 543267.5770 E: 601049.4330

N: 543102.6330 E: 601037.7953

N: 543209.0011 E: 601224.2456

N

1. SHEET PILE COFFERDAM LOCATIONS AND ELEVATIONS HAVE BEEN

APPROVED BY NJDEP, NO MODIFICATIONS ARE PERMITTED

(DETAIL C-503/A1)

2. TURBIDITY BARRIER (DETAIL C-501/A3)

4. DEWATER AND REMOVE SEDIMENT AND DEBRIS TO PIPE INVERT, REPAIR

BOTTOM HALF OF PIPE AND APPLY SPRAY LINING (DETAIL C-502/A1) (TYP.)

5. DE-WATERING SUMP(S) WITHIN COFFERDAM, SIZE, NUMBER AND

LOCATIONS AS REQUIRED.

SUBMIT FILTER BAG(S) LOCATION(S) AND PRODUCT DATA TO THE COR FOR

APPROVAL (TYP.)

6. REMOVE SEDIMENT AND DEBRIS AS REQUIRED TO ACCESS THE PIPE

INVERTS AND PERFORM REPAIR. SLOPE BOTTOM OF EXCAVATION

TOWARDS SUMP PITS AS REQUIRED. DISPOSE OF REMOVED SEDIMENT AND

DEBRIS IN ACCORDANCE WITH C-001, SEDIMENT REMOVAL NOTES.

STABILIZE AREA AS REQUIRED FOR EQUIPMENT AND OPERATIONS. REMOVE

ALL STABILIZATION MATERIALS AND RESTORE WITH NATIVE MATERIALS

PRIOR TO REMOVAL OF SHEET PILE COFFERDAM

AREA ALONG NORMANDY ROAD RESERVED FOR CONTRACTOR STAGING

14. PERMITTED WORKER AND SMALL ALL-TERRAIN VEHICLE ACCESS. LIMITED

DISTURBANCE BY ALL-TERRAIN VEHICLE PERMITTED. NO TREE REMOVAL

OR REGRADING PERMITTED. RESTORE AND STABILIZE ALL DISTURBED

AREAS PER LANDSCAPE PLANS

15. GRASS AREA AVAILABLE FOR CONTRACTOR STORAGE, STAGING,

DE-WATERING, AND GENERAL CONSTRUCTION OPERATIONS. STABILIZE

AREA AS REQUIRED FOR CONSTRUCTION OPERATIONS. RESTORE

DISTURBED AREAS PER LANDSCAPE PLANS

STONE/RIP-RAP AREA UNDER THE ELEVATED BRIDGE AND OVER CULVERTS

9. PERMITTED WOODED/VEGETATED AREA DISTURBANCE FOR

CONSTRUCTION OPERATIONS. RESTORE AREA PER LANDSCAPE PLANS.

10. SANDBAG OR ALTERNATE METHOD AS REQUIRED PER CONTRACTOR TO

SEAL BETWEEN EXISTING WALL/SITE CONDITIONS AND SHEET PILE COFFER

DAM TO MAINTAIN A WORKABLE AREA TO THE CULVERTS. SUBMIT

SELECTED METHOD PLAN AND PRODUCT DATA TO THE COR FOR APPROVAL

11. SEE STRUCTURAL PLANS FOR WALL REPAIRS (TYP. ALONG LENGTH OF

WALL)

CREATE 8'± GATED OPENING IN CHAIN LINK FENCE FOR WORKER ACCESS.

23. DEWATERING WELLS WITHIN EMBANKMENT, NUMBER, SIZE AND LOCATIONS

AS REQUIRED AND DETERMINED BY CONTRACTOR. LOCATIONS MUST NOT

ENCROACH/DAMAGE ACTIVE RAIL, ROADWAY OR OTHER EXISTING

IMPROVEMENTS. DISCHARGE INTO SEDIMENT FILTERING BAG(S) PRIOR TO

INTRODUCING BACK INTO RIVER (TYP.). SUBMIT WELL AND FILTER BAG(S)

LOCATION(S) AND DESIGN AND PRODUCT DATA TO THE COR FOR

APPROVAL

1. COFFERDAM COORDINATES ARE APPROXIMATE. 1'±

ADJUSTMENTS TO ACCOMMODATE MATERIALS ARE

PERMITTED PENDING APPROVAL OF COR

20'0' 1"=10'

10'

GRAPHIC SCALE

EN

LA

R G

ED

S

IT

E

PL

AN

PH

AS

E

2, C

U

LV

ER

T

1A

KM DP JK

AS SHOWN

CS402

FI

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US

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: p ate ld

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G

S

YS

TE

M

S C

O M

M

AN

D

DES DRW

SY

M

D

ES

C R

IP

TI

O N

D

AT

E

AP

PR

DRAWFORM REVISION: 25 AUGUST 2020

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

NA

VA

L

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

S

YS

TE

M

S

CO

M M

AN

D

- M

ID

-A

TL

AN

TI

C

NA

VA

L W

EA

PO

NS

S

TA

TI

ON

E

AR

LE

C

OL

TS

N

EC

K, N J

NA

VA

L W

EA

PO

NS

S

TA

TI

ON

E

AR

LE

B

OR

OU

GH

O

F

TI

NT

ON

F

AL

LS

/ T

OW

NS

HI

P

OF

M

ID

DL

ET

OW

N, N

J

P-

RE

PA

IR

A M

M

UN

IT

IO

N

RA

IL

TR

ES

TL

E

CU

LV

ER

T

01/24/2025

1712269

N40085-18-D-8729

KEYNOTES#

A1 ENLARGED SITE PLAN - PHASE 2, CULVERT 1A

SCALE: 1"=10'

GENERAL SHEET NOTES

AM

EN

DM

EN

T 0

/05

U

K

U N

K

WLF B-3

DISK FOUND

N: 543500.4602 E: 601036.8051

ELEV: 38.34

WLF B-4

WLF B-5

WLF B-6

WLF B-7

WLF B-8

WLF B-9

WLF B-10

WLF B-2

WLF B-1

WLF E-6

WLF E-5

WLF E-4

WLF E-3

WLF E-2

WLF A-2

WLF A-3

WLF A-4 WLF A-5

WLF C-1

WLF C-2

WLF C-3

WLF C-4

WLF C-5

WLF C-6

WLF C-7

WLF C-8

WLF C-9

WLF C-10

WLF C-11

WLF C-12

WLF C-13

WLF C-14

WLF C-15

WLF D-1

WLF D-2

WLF D-3

WLF D-4 WLF D-5

WLF D-6

WLF D-7

WLF D-8

WLF D-9

WLF D-10

WLF D-11

WLF D-12

WLF D-13

WLF D-14

WLF D-15

WLF D-16

WLF D-17

WLF D-18

WLF D-19

INV: -3.03

INV: -3.49

WLF E-1

HEAD WALL

RIP RAP

WLF A-1

WALL

RIP RAP

INV: -3.51

INV: -3.13

INV: -2.65

INV: -2.91

INV: -2.76

INV: -2.48INV: -3.73

INV: -4.11

INV: -4.23

INV: -4.50

INV: -4.55

INV: -4.74

INV: -5.18

INV: -5.32

INV: -4.14

INV: -4.10

INV: -4.23

INV: -4.17

INV: -4.11

INV: -4.25

INV: -4.45

INV: -4.64

INV: -2.87

INV: -3.08

INV: -3.71

INV: -4.17

INV: -3.99

INV: -4.09

INV: -3.90

INV: -3.98

18" RCP

INV: 6.40

18" RCP

INV: 7.10

'A' INLET

GRATE: 31.52

INV: 28.48 (A)

INV: 27.31 (B)

'E' INLET

TRASH RACK ON

TOP OF GRATE

GRATE: 24.48

INV: 22.14 (A)

INV: 22.17 (B)

SINKHOLE

SINKHOLE

SINKHOLE

SINKHOLE

SINKHOLE

SINKHOLE

'E' INLET

GRATE: 13.60

INV: 9.08 (A)

INV: 9.42 (B)

'E' INLET

GRATE: 15.56

INV: 10.23 (A)

INV: 10.53 (B)

'E' INLET

GRATE: 21.36

INV: 11.33 (A)

INV: 11.08 (B)'E' INLET

MHW: 21.41'

FLR: 16.65'

TOP OF PIPE: 13.85'

SAND

FLARED END SECTION

INV: 20.85

6" CORRUGATED

PLASTIC DRAIN PIPE

"OLD" USN FIBER OPTIC

TELEPHONE CABLE

UNDERGROUND TO BE

REMOVED/IN CONDUIT

UNDER BRIDGE PER

SWIMMING RIVER

AS-BUILT FIBER

FIBER CABLE IN

1-4" PVC UNDER

BRIDGE

FIBER CABLE IN

1-4" PVC UNDER

BRIDGE

-1 -2

-2-101

15141

-2

-3 -3

-1

-3

-4

-3

-2

-1

-2 -2 -4

-3

3 2 1 0 -1 -2 -3 -4 -5

-2 -1 0 1 2

15202530

32 31

252018 -4

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

DO

UB

LE

Y

EL

L

"R

CP

SI

NG

LE

W

HI

TE

LI

NE

GU

ID

E

RA

IL

GU

ID

E

RA

IL6"P

VC

(A)

(B)

(B)

(A)

6"CPP

W

AL

L

72" CMP

96" CMP

72" CMP

72" CMP

72" CMP

72" CMP

72" CMP

72" CMP

72" CMP

96" CMP

96" CMP

96" CMP

96" CMP

96" CMP

96" CMP

96" CMP

SINKHOLE

TYP.

SWIMMING RIVER

N O

R M

AN

D

Y R

O

AD

CO

NC

RE

TE

W

AL

L W / R

AI

L

CO

NC

RE

TE

W

AL

L W

RA

IL

PILE

SWIMMING RIVER

SWIMMING RIVER

6'

CH

AI

NL

IN

K

FE

NC

E

ED

GE

O F

W

OO

DS

RA

ILR

OA

D

CO

NC

RE

TE

B

RI

DG

E

BRIDGE

JOINT

"R

CP

18"

RCP

18"RCP

(A)

(A)

(A)

(B)

(B)

"R

CP

BRIDGE

JOINT

DISK FOUND

N: 543398.4307 E: 601071.5764

ELEV: 19.22

DISK FOUND

N: 542979.3749 E: 601297.5594

ELEV: 15.03

HEADWALL

POSED 24

" W

ATER MAIN

MONUMENT FOUND

N: 543093.2930 E: 601127.5930

ELEV: 30.64

BL

OC

K

LO

T

N/ F

TO

W

NS

HI

P

OF

M

ID

DL

ET

OW

N

(D

EE

D

NO

T

RE

CO

VE

RE

D)

BL

OC

K

.01

LO

T

N/ F

BO

RO

UG

H

OF

TI

NT

ON

F

AL

LS

(D

EE

D

NO

T

RE

CO

VE

RE

D) BL

OC

K

.01

LO

T

N/ F

BO

RO

UG

H

OF

T

IN

TO

N

FA

LL

S

(D

EE

D

NO

T

RE

CO

VE

RE

D)

COLUMN

COLUMN

COLUMN

BRIDGE JOINT

BRIDGE JOINT

BRIDGE JOINT

-5

-4

-3

-2

-6-5-4-3-2

-10

X

X

X X

X X

X X

X X

X X

X X

X

GR

AS

S

GR

AS

S

GR

AS

S/

GR

AV

EL

SINKHOLETYP.

AS

PH

AL

T

PA

VE

ME

NT

GR

AS

S

GR

AS

S/

ST

UM

PS

GR

AS

S/

ST

UM

PS

W

OO

D

CH

IP

S/

ST

UM

PS

BRIDGE JOINT

COLUMN

DITCH LINE W/

FLOWING WATER

ED

GE

O F

BA

LL

AS

T

ED

GE

O F

BA

LL

AS

T

ED

GE

O F

BA

LL

AS

T

' S

EW

ER

EA

SE

MEN

T

AP

PR

OXIM

AT

E L

OCAT

IO

N PE

R TM

W

W

W

TOWNSHIP OF MIDDLETOWN

BOROUGH OF TINTON FALLS

W

TO

B

TO

B

TOB

TOB

TO

B

TO

B

TOB

TOB

TOB

TOB

TOB

TOB

TOBTOB

TOB

TOB

TOB

TO

B

TOB

TOB

TO

B

TO

B

TO

B

TOB

TOB

TOB

TOB

TO

B

TOB

TOB

TOB

TOB

TOB

TOB

TO

B

TOB TOB

TO

B

TO

B

TO

B

TO

B

TOB

TO

B

TO

B

TOB

TOB

TOB

TOB TOB TOB

TOB TOB

TOB

TOB

TO

B

TOB

TO

B

TOB

TOB

TOB

TOB

TOB

TOB

TO

B

TOB

TOB

TOB

TOB

30 25

20 25

-1-2

5 610

(B)

(A)

COMBINATION

CONCRETE/CRIB

WALL

X X

X

X

ASSUMEDEL. 15.75

PHASE 1

CULVERTS 1B

PHASE 2

CULVERTS 1A

ASSUMED

EL. 10.25

PHASE 1

CULVERTS 1B

PHASE 2

CULVERTS 1A

D

SD

X

X

X

CULVERT 1A-1

CULVERT 1A-8

CULVERT 1B-1

CULVERT 1B-8

PROPOSED TEMPORARY

CONSTRUCTION EASEMENT

FROM BOROUGH OF TINTON

FALLS

PROPOSED TEMPORARY

CONSTRUCTION EASEMENT

FROM TOWNSHIP OF

MIDDLETOWN

LIMIT OF

WETLANDS

SURVEY

LIMIT OF

WETLANDS

SURVEY

50' RIPARIAN

BUFFER

50' RIPARIAN

BUFFER

50' RIPARIAN

BUFFER

50' RIPARIAN

BUFFER

N

N O

R M

A N

D Y

R D

RI

VE

R

SWIMMING

N

CG101

CG102

CG103

13. AREA MAY BE UTILIZED FOR CONTRACTOR ACCESS, STAGING AND

OPERATIONS AS NEEDED INCLUDING SEDIMENT AND DEBRIS REMOVAL AND

PLACEMENT OF EQUIPMENT. INSTALL TEMPORARY DUNNAGE, CRANE MATS,

BALLAST OR OTHER APPROVED MATERIAL AS REQUIRED FOR MOBILIZATION

AND STABILIZATION. (DETAIL C-504) SUBMIT PLANS SIGNED AND SEALED BY

A NJ LICENSED ENGINEER TO THE COR FOR APPROVAL

20. USE OF ACTIVE RAIL TRACK AND SURROUNDING AREA IS PERMITTED PER

LIMITATIONS IDENTIFIED ON THE RAIL TRACK USAGE EXHIBIT CT-102 AND

PROJECT SPECIFICATIONS. REFER TO BB102 FOR COMPACTION GROUTING

REQUIREMENTS. RESTORE THE BALLAST WITHIN THE ACTIVE TRACK AREA

OVER AND BETWEEN THE CULVERTS TO BE REPAIRED

21. CRANE ACCESS TO STAGING AREA FOR COFFERDAM INSTALLATION.

ADJACENT GRADING SHOWN ON SHEETS CG101-103 IS APPROXIMATE. LIMIT

OF DISTURBANCE IS THE MAXIMUM PERMITTED AND HAS BEEN PERMITTED

THROUGH NJDEP. CLEAR AND TRIM OVERHEAD VEGETATION AS REQUIRED.

IMPROVE THE ACCESS ROUTE AS NECESSARY (INCLUDING THE USE OF

FILTER FABRIC) FOR USE OF THE SELECTED EQUIPMENT. UPON

COMPLETION OF CULVERT REPAIRS, REMOVE MATERIAL INSTALLED TO

SUPPORT CRANE ACCESS TO EXISTING SOILS, OR INSTALLED

SATISFACTORY MATERIAL. SCARIFY GRADE PRIOR TO BACKFILLING WITH

SATISFACTORY MATERIAL TO 8” BELOW FINAL GRADES. COMPLETE

BACKFILL TO FINISHED GRADE WITH TOPSOIL PER SPECIFICATIONS WHILE

INSTALLING PLANT MATERIAL, SEED AND MULCH PER LANDSCAPE PLAN.

RESTORE AREA PER LANDSCAPE PLANS. SUBMIT FINAL GRADING AND

TEMPORARY WALL DESIGN PLANS SIGNED AND SEALED BY A NJ LICENSED

ENGINEER FOR THE CRANE STAGING AREA TO THE COR FOR APPROVAL

22. TREELINE

24. TEMPORARY CONSTRUCTION FENCING. ADDITIONAL FENCING WITHIN THE

LIMIT OF DISTURBANCE IS PERMITTED AT THE CONTRACTORS DISCRETION

AND APPROVAL FROM COR. EM-385-1-1 CLASS 1 PERIMETER PROTECTION

SAFETY REQUIREMENTS MUST BE FOLLOWED FOR ANY EXCAVATION.

(DETAIL C-504/A1)

27. CRANE STAGING AREA FOR COFFERDAM INSTALLATION. REFER TO BB102

FOR COMPACTION GROUTING REQUIREMENTS. SUBMIT PLANS SIGNED

AND SEALED BY A NJ LICENSED ENGINEER FOR THE CRANE STAGING

AREA, INCLUDING ANY TEMPORARY WALLS DESIGNED TO SUPPORT THE

EQUIPMENT SELECTED AND LIFTS REQUIRED TO THE COR FOR APPROVAL.

AT NO TIME SHALL MORE THAN ONE CRANE OCCUPY THE STAGING AREA

ALONG THE INACTIVE RAIL TRACK. RESTORE THE DISTURBED TRACK

AREA WITH BALLAST

WLF D-2

WLF D-3

WLF D-15

DITCH LINE W/

FLOWING WATER

X

X

37. REINFORCED STABILIZATION MATTING (TYP.) ON ALL SLOPES EXCEEDING

3:1. (SEE DETAIL C2, SHEET C-502)

38. TEMPORARY BY-PASS/BLOCKING PLUG AND SAND BAGS IN 18" RCP DURING

PHASE 2, REPAIR OF CULVERTS 1A. CORE DRILL HOLE IN EXISTING INLET,

INV. 9.10 +/- FOR NEW 18" HDPE. REMOVE AFTER COMPLETION OF PHASE 2

CONSTRUCTION AND SEAL THE NEW CORED HOLE WITH CONCRETE BLOCK

AND MORTAR

39. TEMPORARY BY-PASS STORM PIPE DURING PHASE 2 CONSTRUCTION. 30 LF,

18" RCP @ 4.7%. REMOVE AFTER COMPLETION OF PHASE 2 CONSTRUCTION

40. TEMPORARY BY-PASS HDPE STORM MH DURING PHASE 2 CONSTRUCTION.

RIM 13.5, INV, 7.70. REMOVE AFTER COMPLETION OF PHASE 2

CONSTRUCTION

41. TEMPORARY BY-PASS STORM PIPE DURING PHASE 2 CONSTRUCTION. 15 LF,

18" RCP @ 4.7%. REMOVE AFTER COMPLETION OF PHASE 2 CONSTRUCTION

42. TEMPORARY BY-PASS STORM PIPE FES DURING PHASE 2 CONSTRUCTION.

INV. 7.0. REMOVE AFTER COMPLETION OF PHASE 2 CONSTRUCTION

43. TEMPORARY BY-PASS 9' LONG x 7.5' WIDE PREFORMED SCOUR HOLE

DURING PHASE 2 CONSTRUCTION. D50=6", 12" THICK. D50 GRADATION MUST

COMPLY WITH FREEHOLD SOIL CONSERVATION DISTRICT REQUIREMENT.

REMOVE AFTER COMPLETION OF PHASE 2 CONSTRUCTION

35. SEE INSET BELOW FOR FINAL GRADING AFTER CULVERT RESTORATION IS

COMPLETED AND CRANE STAGING AREA WALL/DISTURBANCE IS REMOVED

50. REFER TO BB102 FOR SINK HOLE INFORMATION AND REPAIR

51. REFER TO C-201 THRU C-204 FOR FINAL GRADING WITHIN ALL COFFERDAM

AREAS

60'0' 1"=30'

30'

GRAPHIC SCALE

G R

AD

IN

G P

LA

N

N

O R

TH

A

KM DP JK

AS SHOWN

CG101

FI

LE

N

AM

E:

C

:\te mp

\pw _w or k\e st-ls\ d0

\17

9C

G1

_1

.dw g

LA

YO

UT

N

AM

E:

C G1

P

LO

TT

ED

: M on da y, Ma y 0 5, 3:3

7p m

US

ER

: p ate ld

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G

S

YS

TE

M

S C

O M

M

AN

D

DES DRW

SY

M

D

ES

C R

IP

TI

O N

D

AT

E

AP

PR

DRAWFORM REVISION: 25 AUGUST 2020

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

NA

VA

L

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

S

YS

TE

M

S

CO

M M

AN

D

- M

ID

-A

TL

AN

TI

C

NA

VA

L W

EA

PO

NS

S

TA

TI

ON

E

AR

LE

C

OL

TS

N

EC

K, N J

NA

VA

L W

EA

PO

NS

S

TA

TI

ON

E

AR

LE

B

OR

OU

GH

O

F

TI

NT

ON

F

AL

LS

/ T

OW

NS

HI

P

OF

M

ID

DL

ET

OW

N, N

J

P-

RE

PA

IR

A M

M

UN

IT

IO

N

RA

IL

TR

ES

TL

E

CU

LV

ER

T

01/24/2025

1712269

N40085-18-D-8729

SEE SHEET CG102

SHEET KEY

A1 GRADING PLAN - NORTH A

SCALE: 1"=30'

KEYNOTES#SEE SHEET CG103

CRANE STAGING AREA

FINAL GRADING

AM

EN

DM

EN

T 0

/05 /20

U

K

U N

K

WLF B-3

DISK FOUND

N: 543500.4602 E: 601036.8051

ELEV: 38.34

WLF B-4

WLF B-5

WLF B-6

WLF B-7

WLF B-8

WLF B-9

WLF B-10

WLF B-2

WLF B-1

WLF E-6

WLF E-5

WLF E-4

WLF E-3

WLF E-2

WLF A-2

WLF A-3

WLF A-4 WLF A-5

WLF C-1

WLF C-2

WLF C-3

WLF C-4

WLF C-5

WLF C-6

WLF C-7

WLF C-8

WLF C-9

WLF C-10

WLF C-11

WLF C-12

WLF C-13

WLF C-14

WLF C-15

WLF D-1

WLF D-2

WLF D-3

WLF D-4 WLF D-5

WLF D-6

WLF D-7

WLF D-8

WLF D-9

WLF D-10

WLF D-11

WLF D-12

WLF D-13

WLF D-14

WLF D-15

WLF D-16

WLF D-17

WLF D-18

WLF D-19

INV: -3.03

INV: -3.49

WLF E-1

HEAD WALL

RIP RAP

WLF A-1

WALL

RIP RAP

INV: -3.51

INV: -3.13

INV: -2.65

INV: -2.91

INV: -2.76

INV: -2.48INV: -3.73

INV: -4.11

INV: -4.23

INV: -4.50

INV: -4.55

INV: -4.74

INV: -5.18

INV: -5.32

INV: -4.14

INV: -4.10

INV: -4.23

INV: -4.17

INV: -4.11

INV: -4.25

INV: -4.45

INV: -4.64

INV: -2.87

INV: -3.08

INV: -3.71

INV: -4.17

INV: -3.99

INV: -4.09

INV: -3.90

INV: -3.98

18" RCP

INV: 6.40

18" RCP

INV: 7.10

'A' INLET

GRATE: 31.52

INV: 28.48 (A)

INV: 27.31 (B)

'E' INLET

TRASH RACK ON

TOP OF GRATE

GRATE: 24.48

INV: 22.14 (A)

INV: 22.17 (B)

SINKHOLE

SINKHOLE

SINKHOLE

SINKHOLE

SINKHOLE

SINKHOLE

'E' INLET

GRATE: 13.60

INV: 9.08 (A)

INV: 9.42 (B)

'E' INLET

GRATE: 15.56

INV: 10.23 (A)

INV: 10.53 (B)

'E' INLET

GRATE: 21.36

INV: 11.33 (A)

INV: 11.08 (B)'E' INLET

MHW: 21.41'

FLR: 16.65'

TOP OF PIPE: 13.85'

SAND

FLARED END SECTION

INV: 20.85

6" CORRUGATED

PLASTIC DRAIN PIPE

"OLD" USN FIBER OPTIC

TELEPHONE CABLE

UNDERGROUND TO BE

REMOVED/IN CONDUIT

UNDER BRIDGE PER

SWIMMING RIVER

AS-BUILT FIBER

FIBER CABLE IN

1-4" PVC UNDER

BRIDGE

FIBER CABLE IN

1-4" PVC UNDER

BRIDGE

0 -5

15202530

302520

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

DO

UB

LE

Y

EL

L

"R

CP

SI

NG

LE

W

HI

TE

LI

NE

GU

ID

E

RA

IL

GU

ID

E

RA

IL6"P

VC

(A)

(B)

(B)

(A)

6"CPP

W

AL

L

72" CMP

96" CMP

72" CMP

72" CMP

72" CMP

72" CMP

72" CMP

72" CMP

72" CMP

96" CMP

96" CMP

96" CMP

96" CMP

96" CMP

96" CMP

96" CMP

SINKHOLE

TYP.

SWIMMING RIVER

N O

R M

AN

D

Y R

O

AD

CO

NC

RE

TE

W

AL

L W / R

AI

L

CO

NC

RE

TE

W

AL

L W

RA

IL

PILE

SWIMMING RIVER

SWIMMING RIVER

6'

CH

AI

NL

IN

K

FE

NC

E

ED

GE

O F

W

OO

DS

RA

ILR

OA

D

CO

NC

RE

TE

B

RI

DG

E

BRIDGE

JOINT

"R

CP

18"

RCP

18"RCP

(A)

(A)

(A)

(B)

(B)

"R

CP

BRIDGE

JOINT

DISK FOUND

N: 543398.4307 E: 601071.5764

ELEV: 19.22

DISK FOUND

N: 542979.3749 E: 601297.5594

ELEV: 15.03

HEADWALL

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MONUMENT FOUND

N: 543093.2930 E: 601127.5930

ELEV: 30.64

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CG104

CG105

CG106

N

1. LIMIT OF DISTURBANCE (TYP.). AREA : 1.73 ACRES (75,526 S.F.) (TOTAL)

2. TURBIDITY BARRIER (TYP.). (SEE DETAIL A3, SHEET C-501)

3. HEAVY DUTY ORANGE SILT FENCE (TYP.). (SEE DETAIL A2, SHEET C-501)

4. DE-WATERING SUMP, SIZE, NUMBER AND LOCATIONS AS REQUIRED

5. INLET FILTER (TYP.). ( SEE DETAIL C5, SHEET C-501)

7. PERMITTED CONSTRUCTION WORKER ACCESS ONLY. NO DISTURBANCE

PERMITTED.

8. PERMITTED WOODED/VEGETATED AREA DISTURBANCE FOR

CONSTRUCTION OPERATIONS. RESTORE AREA PER LANDSCAPING PLAN.

10. CRANE ACCESS AND STAGING AREA FOR COFFERDAM INSTALLATION.

RESTORE AREAS TO EXISTING CONDITIONS UPON COMPLETION OF

CONSTRUCTION PER LANDSCAPING PLAN.

11. REINFORCED STABILIZATION MATTING (TYP.). MATTING TO BE INSTALLED IN

ALL SLOPES EXCEEDING 3:1. (SEE DETAIL C2, SHEET C-502)

12. HAYBALE WITH TEMPORARY STONE OUTLET (TYP.) (SEE DETAIL A5, SHEET

C-501)

13. APPROXIMATE LOCATION OF SOIL COMPACTION TESTING (SEE DETAIL A5,

SHEET C-505)

60'0' 1"=30'

30'

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DRAWFORM REVISION: 25 AUGUST 2020

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

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FOR COMMANDER NAVFAC

SEAL

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CHIEF ENG/ARCH

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01/24/2025

1712269

N40085-18-D-8729

SEE SHEET CG105

SHEET KEY

KEYNOTES#

A1 EROSION CONTROL PLAN- NORTH A

SCALE: 1"=30'

SEE SHEET CG106

AM

EN

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/05

STANDARD FOR TEMPORARY VEGETATIVE COVER FOR SOIL STABILIZATION:

DEFINITION

ESTABLISHMENT OF TEMPORARY VEGETATIVE COVER ON SOILS EXPOSED FOR PERIODS OF TWO TO 6 MONTHS WHICH ARE NOT BEING GRADED, NOT UNDER ACTIVE CONSTRUCTION OR NOT SCHEDULED

FOR PERMANENT SEEDING WITHIN 60 DAYS.

PURPOSE

TO TEMPORARILY STABILIZE THE SOIL AND REDUCE DAMAGE FROM WIND AND WATER EROSION UNTIL PERMANENT STABILIZATION IS ACCOMPLISHED.

WATER QUALITY ENHANCEMENT

PROVIDES TEMPORARY PROTECTION AGAINST THE IMPACTS OF WIND AND RAIN, SLOWS THE OVER LAND MOVEMENT OF STORMWATER RUNOFF, INCREASES INFILTRATION AND RETAINS SOIL AND

NUTRIENTS ON SITE, PROTECTING STREAMS OR OTHER STORMWATER CONVEYANCES.

WHERE APPLICABLE

ON EXPOSED SOILS THAT HAVE THE POTENTIAL FOR CAUSING OFF-SITE ENVIRONMENTAL DAMAGE.

METHODS AND MATERIALS

1. SITE PREPARATION

A. GRADE AS NEEDED AND FEASIBLE TO PERMIT THE USE OF CONVENTIONAL EQUIPMENT FOR SEEDBED PREPARATION, SEEDING, MULCH APPLICATION, AND MULCH ANCHORING. ALL GRADING

SHOULD BE DONE IN ACCORDANCE WITH STANDARDS FOR LAND GRADING.

B. INSTALL NEEDED EROSION CONTROL PRACTICES OR FACILITIES SUCH AS DIVERSIONS, GRADE STABILIZATION STRUCTURES, CHANNEL STABILIZATION MEASURES, SEDIMENT BASINS, AND

WATERWAYS.

C. IMMEDIATELY PRIOR TO SEEDING, THE SURFACE SHOULD BE SCARIFIED 6" TO 12" WHERE THERE HAS BEEN SOIL COMPACTION. THIS PRACTICE IS PERMISSIBLE ONLY WHERE THERE IS NO

DANGER TO UNDERGROUND UTILITIES (CABLES, IRRIGATION SYSTEMS, ETC.).

2. SEEDBED PREPARATION

A. APPLY GROUND LIMESTONE AND FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONS SUCH AS OFFERED BY RUTGERS CO-OPERATIVE EXTENSION. SOIL SAMPLE MAILERS ARE

AVAILABLE FROM THE LOCAL RUTGERS COOPERATIVE EXTENSION OFFICES. FERTILIZER SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE OR 11 POUNDS PER 1,000 SQUARE FEET OF 10-20-10 OR EQUIVALENT WITH 50% WATER INSOLUBLE NITROGEN UNLESS A SOIL TEST INDICATES OTHERWISE. APPLY LIMESTONE AT THE RATE OF 2 TONS/ACRE UNLESS SOIL TESTING INDICATES OTHERWISE. CALCIUM CARBONATE IS THE EQUIVALENT AND STANDARD FOR MEASURING THE ABILITY OF LIMING MATERIALS TO NEUTRALIZE SOIL ACIDITY AND SUPPLY CALCIUM

AND MAGNESIUM TO GRASSES AND LEGUMES.

B. WORK LIME AND FERTILIZER INTO THE SOIL AS NEARLY AS PRACTICAL TO A DEPTH OF 4 INCHES WITH A DISC, SPRINGTOOTH HARROW, OR OTHER SUITABLE EQUIPMENT. THE FINAL HARROWING OR DISKING OPERATION SHOULD BE ON THE GENERAL CONTOUR. CONTINUE TILLAGE UNTIL A REASONABLE UNIFORM SEEDBED IS PREPARED.

C. INSPECT SEEDBED JUST BEFORE SEEDING. IF TRAFFIC HAS LEFT THE SOIL COMPACTED, THE AREA MUST BE RETILED IN ACCORDANCE WITH THE ABOVE.

D. SOILS HIGH IN SULFIDES OR HAVING A PH OF 4 OR LESS REFER TO STANDARD FOR MANAGEMENT OF HIGH ACID PRODUCING SOILS.

3. SEEDING

A. SELECT SEED FROM RECOMMENDATIONS IN TABLE 7-2. IN THE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY.

B. CONVENTIONAL SEEDING. APPLY SEED UNIFORMLY BY HAND, CYCLONE (CENTRIFUGAL) SEEDER, DROP SEEDER, DRILL OR CULTIPACKER SEEDER. EXCEPT FOR DRILLED, HYDROSEEDED OR

CULTIPACKED SEEDINGS, SEED SHALL BE INCORPORATED INTO THE SOIL, TO A DEPTH OF 1/4 TO 1/2 INCH, BY RAKING OR DRAGGING. DEPTH OF SEED PLACEMENT MAY BE 1/4 INCH DEEPER

ON COARSE TEXTURED SOIL.

C. HYDROSEEDING IS A BROADCAST SEEDING METHOD USUALLY INVOLVING A TRUCK OR TRAILER MOUNTED TANK, WITH AN AGITATION SYSTEM AND HYDRAULIC PUMP FOR MIXING SEED, WATER AND FERTILIZER AND SPRAYING THE MIX ONTO THE PREPARED SEEDBED. MULCH SHALL NOT BE INCLUDED IN THE TANK WITH SEED. SHORT FIBERED MULCH MAY BE APPLIED WITH A HYDROSEEDER FOLLOWING SEEDING. (ALSO SEE SECTION IV MULCHING) HYDROSEEDING IS NOT A PREFERRED SEEDING METHOD BECAUSE SEED AND FERTILIZER ARE APPLIED TO THE SURFACE AND NOT INCORPORATED INTO THE SOIL. POOR SEED TO SOIL CONTACT OCCURS REDUCING SEED GERMINATION AND GROWTH. HYDROSEEDING MAY BE USED FOR AREAS TOO STEEP FOR CONVENTIONAL EQUIPMENT TO TRAVERSE OR TOO OBSTRUCTED WITH ROCKS, STUMPS, ETC.

D. AFTER SEEDING, FIRMING THE SOIL WITH A CORRUGATED ROLLER WILL ASSURE GOOD SEED-TO-SOIL CONTACT, RESTORE CAPILLARITY, AND IMPROVE SEEDLING EMERGENCE. THIS IS THE PREFERRED METHOD. WHEN PERFORMED ON THE CONTOUR, SHEET EROSION WILL BE MINIMIZED AND WATER CONSERVATION ON SITE WILL BE MAXIMIZED.

4. MULCHING

MULCHING IS REQUIRED ON ALL SEEDING. MULCH WILL INSURE AGAINST EROSION BEFORE GRASS IS ESTABLISHED AND WILL PROMOTE FASTER AND EARLIER ESTABLISHMENT. THE EXISTENCE OF VEGETATION SUFFICIENT TO CONTROL SOIL EROSION SHALL BE DEEMED COMPLIANCE WITH THIS MULCHING REQUIREMENT.

A. STRAW OR HAY. UNNROTTED SMALL GRAIN STRAW, HAY FREE OF SEEDS, APPLIED AT THE RATE OF 1-1/2 TO 2 TONS…