W912BU20B0007_DWGS-AM0004.pdf

ATLANTIC OCEAN

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STA. 45+15

129.1' LT

STA. 33+61

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STA. 23+26

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STA. 19+07

96.3' LT

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STA. 30+83

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"RESORTS"

CASINO/HOTEL

"HARD ROCK"

CASINO/HOTEL

"SHOWBOAT"

CASINO/HOTEL

STA. 39+09

130.0' LT

STA. 37+35

125.0' LT

BP

LANDWARD SIDE

TOE OF EXISTING DUNE (TYP)

EXISTING DUNE

CENTERLINE (TYP)

KEEP UTILITIES EXPOSED (TYP)

(SEE NOTE 7)

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TIMER GROIN

RUBBLE MOUND

SUBMERGED SILL

STA. 46+37

N 190510.37

E 514651.03

· EXIST 36"Ø DIP OUTFALL

· EXIST INV EL -4.35

STA. 40+16

N 190863.06

E 515181.16

· EXIST 30"Ø DIP OUTFALL

· EXIST INV EL -3.38

STA. 28+44

N 191501.48

E 516161.59

· EXIST 48"Ø DIP OUTFALL

· EXIST INV EL -2.63

NOTES:

1. SEE SHEET C-001 FOR GENERAL NOTES.

2. THE CONTRACTOR LANDWARD WORK LIMIT IN ATLANTIC CITY AND VENTNOR CITY FROM STATION 0+00 TO 243+80 CORRESPONDS TO A LINE OFFSET 2'

SEAWARD OF THE SEAWARD EDGE OF THE EXISTING BOARDWALK. FROM STATION 243+80 IN VENTNOR CITY TO 429+33 IN LONGPORT BOROUGH, THE

CONTRACTOR LANDWARD WORK LIMIT IS SHOWN ON THE PLANS AND COORDINATES ARE SHOWN ON C-002.

THE CONTRACTOR LANDWARD WORK LIMIT PROVIDED EXTENDS BEYOND THE ACTUAL LIMITS OF REQUIRED WORK. THE CONTRACTOR SHALL ACCESS ONLY

THOSE AREAS NECESSARY TO COMPLETE SURVEYING AND CONSTRUCTION WORK. THESE ABSOLUTE WORK LIMITS SHALL BE COORDINATED WITH THE

C.O.R. AT THE TIME OF WORK.

3. SEE SHEET C-301 FOR TYPICAL SECTIONS FOR BEACKFILL AND DUNE RECONSTRUCTION.

4. SEE SHEETS C-302 AND C-303 FOR TYPICAL SECTIONS. SEE SHEETS C-401 AND C-402 FOR ENLARGED CROSSOVER PLANS. SEE SHEETS C-501 AND C-502

FOR DUNE CONSTRUCTION DETAILS.

5. ROUND TIMBER PILES SHOWN ON EXISTING OUTFALL PIPES AND GROINS ARE LARGER IN SIZE THAN ACTUAL PILES FOR CLARITY.

6. CONTRACTOR MUST MAINTAIN FLOW THROUGH ALL EXISTING OUTFALL STRUCTURES WITHIN PROJECT LIMITS.

7. ALL UTILITIES SHALL REMAIN EXPOSED AT ALL PIERS IN ATLANTIC CITY, SLOPE DUNE ACCORDINGLY.

8. DUNE RECONSTRUCTION AREAS SHOWN ARE BASED ON SURVEYS CONDUCTED IN SEPTEMBER 2019 AND SITE INSPECTIONS CONDUCTED IN MARCH 2020.

BASED ON PRE CONDITION SURVEYS, THE LIMITS SHOWN MAY BE ADJUSTED.

9. THE SEAWARD TOE OF THE EXISTING DUNE SHOWN IS THE TOE OF THE FEDERAL DUNE TEMPLATE. DUE TO THE DYNAMIC NATURE OF THE SHORELINE, THE

ACTUAL TOE OF THE EXISTING DUNE MAY BE ACCRETED SEAWARD OR ERODED LANDWARD. CONTRACTOR SHALL NOT DISTURB THE ACTUAL TOE OF

EXISTING DUNES UNLESS WORK IS REQUIRED AS INDICATED ON THE PLANS.

10. QUANTITIES SHOWN ARE ESTIMATES AND MAY CHANGE BASED ON SITE CONDITIONS.

11. CONTRACTOR SHALL REMOVE EXISTING DAMAGED SAND FENCE AND INSTALL NEW SAND FENCE AT THE LANDWARD TOE OF DUNE FROM STA. 0+00 TO

40+00 (NOT SHOWN ON PLANS). SEE DETAIL 1/C-501. ADDITIONAL AREAS OF SAND FENCE REPLACEMENT MAY BE DIRECTED BY THE COR.

12. CONTRACTOR MUST NOT DAMAGE ALL EXISTING OUTFALL DRAINAGE FEATURES IN ATLANTIC CITY SHOWN ON THE DRAWINGS. ANY DAMAGES CAUSED

DURING CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO THE GOVERNMENT.

RECONSTRUCT VEHICLE

CROSSOVER

(SEE PLAN 3/C-401)

EXISTING VEHICULAR

CROSSOVER (TYP)

22+00

23+00

24+00

25+00

26+00

27+00

28+00

29+00

30+00

31+00

32+00

33+00

34+00

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STA. 20+08.78

OFF. 558.51'(L)

STA. 22+25.18

OFF. 481.40'(L)

STA. 25+03.92

OFF. 389.27'(L)

STA. 29+35.94

OFF. 391.51'(L)

STA. 34+36.29

OFF. 394.96'(L)

STA. 34+36.29

OFF. 394.96'(L)

STA. 39+03.89

OFF. 441.27'(L)

STA. 44+03.88

OFF. 440.62'(L)

STA. 46+03.79

OFF. 435.93'(L)

STA. 49+00.14

OFF. 421.78'(L)

SEAWARD EDGE

OF BERM (TYP)

ATLANTIC CITY

APPROXIMATE

TOE OF FILL

(TYP)

RECONSTRUCT DUNE (TYP)

(SEE NOTE 8)

APPROXIMATE LANDWARD

LIMIT OF DUNE

RECONSTRUCTION

REMOVE EXISTING SPLIT-RAIL FENCE

SEAWARD TOE OF

EXISTING DUNE (TYP)

MATERIAL

STORAGE

AREA (TYP)

APPROXIMATE LANDWARD

LIMIT OF DUNE

RECONSTRUCTION

RECONSTRUCT ADA ACCESSIBLE

CROSSOVER (TYP)

(SEE PLAN 5/C-401)

EXISTING PEDESTRIAN

CROSSOVER (TYP)

RECONSTRUCT DUNE (TYP)

(SEE NOTE 8)

PIPELINE NOT PERMITTED

WITHIN RUBBLE MOUND

SUBMERGED SILL.

"OCEAN"

CASINO/HOTEL

SURVEY AND CONSTR. (TYP)

RECONSTRUCT STANDARD

PEDESTRIAN CROSSOVER (TYP)

(SEE PLAN 1/C-401)

CUT AND REMOVE EXPOSED

GEOTEXTILE AND TIMBER FROM

VEHICULAR CROSSOVER (NO

CROSSOVER RECONSTRUCTION

REQUIRED)

DUNE PLANTING AREA (APPROX.)

(SEE SHEET C-501)

RECONSTRUCT MODIFIED

PEDESTRIAN CROSSOVER (TYP)

(SEE PLAN 2/C-401)

REPLACE SAND FENCE ON

LANDWARD SIDE OF DUNE (TYP.)

(SEE NOTE 11)

RECONSTRUCT MODIFIED

PEDESTRIAN CROSSOVER (TYP)

(SEE PLAN 2/C-401)

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C-104

PHILADELPHIA

QUANTITIES - CROSSOVER REPAIRS

STATION CROSSOVER TYPE CROSSOVER REPAIR (SF) SPLIT RAIL FENCE REPAIR (LF) POST AND RAIL FENCE (LF)

18+10 PEDESTRIAN 798 206 0

19+87 PEDESTRIAN 166 62 0

21+99 PEDESTRIAN 224 69 0

24+46 PEDESTRIAN 213 67 0

28+48 VEHICULAR 2713 268 0

32+58 PEDESTRIAN 776 185 0

34+98 ADA 1157 0 300

36+00 PEDESTRIAN 761 197 0

37+92 PEDESTRIAN 671 170 0

38+90 PEDESTRIAN 695 167 0

QUANTITIES - SAND FENCE AND DUNE GRASS

STATION RANGE SAND FENCE (LF) DUNE GRASS (SF)

16+36 TO 40+00

(SEE NOTE 11) 2000 N/A

16+42 TO 18+10 107 8323

18+10 TO 19+87 166 3028

19+87 TO 21+99 210 1829

21+99 TO 24+46 410 4673

24+46 TO 26+14 137 3713

28+27 TO 28+48 68 1543

28+48 TO 32+58 356 25124

32+58 TO 34+98 194 12891

34+98 TO 36+00 79 5944

36+00 TO 37+92 206 12684

37+92 TO 38+90 85 4654

38+90 TO 39+53 23 935 a a

QUANTITIES - LAND SIDE DUNE PLANTING AREAS

STATION RANGE DUNE GRASS SPARTINAS BAY BERRY BEACH PLUM

22+20 TO 24+20 4000 SF @ 24" C-C 4000 SF @ 18' C-C 4000 SF @ 12' C-C 4000 SF @ 12' C-C

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STA. 330+00

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STA. 340+00

54.97' LT

STA. 350+00

5.76' RT

STA. 360+00

16.30' RT

CONTRACTOR WORK

LIMIT (SEE NOTE 2)

STA. 350+64

N 176157.02

E 488121.57

· EXIST 12"Ø DIP OUTFALL

· EXIST INV EL -0.97

(SEE NOTE 6)

STA. 362+51

N 175408.55

E 487220.73

· EXIST 10"Ø DIP OUTFALL

· EXIST INV EL -1.21

(SEE NOTE 6)

329+00

330+00 331+00

332+00 333+00

334+00 335+00

336+00 337+00

338+00 339+00

340+00

341+00

342+00

343+00

344+00

345+00

346+00

347+00

348+00

349+00

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MARGATE CITY

LONGPORT BOROUGH

EXISTING PEDESTRIAN

CROSSOVER (TYP)

EXISTING ADA

ACCESSIBLE

CROSSOVER (TYP)

EXISTING VEHICULAR

CROSSOVER (TYP)

SEAWARD TOE OF

EXISTING DUNE (TYP)

EXISTING DUNE

CENTERLINE (TYP)

NOTES:

1. SEE SHEET C-001 FOR GENERAL NOTES.

2. THE CONTRACTOR LANDWARD WORK LIMIT IN ATLANTIC CITY AND VENTNOR CITY FROM STATION 0+00 TO 243+80 CORRESPONDS TO A

LINE OFFSET 2' SEAWARD OF THE SEAWARD EDGE OF THE EXISTING BOARDWALK. FROM STATION 243+80 IN VENTNOR CITY TO 429+33 IN

LONGPORT BOROUGH, THE CONTRACTOR LANDWARD WORK LIMIT IS SHOWN ON THE PLANS AND COORDINATES ARE SHOWN ON C-002.

THE CONTRACTOR LANDWARD WORK LIMIT PROVIDED EXTENDS BEYOND THE ACTUAL LIMITS OF REQUIRED WORK.

THE CONTRACTOR SHALL ACCESS ONLY THOSE AREAS NECESSARY TO COMPLETE SURVEYING AND CONSTRUCTION WORK.

THESE ABSOLUTE WORK LIMITS SHALL BE COORDINATED WITH THE C.O.R. AT THE TIME OF WORK.

3. NO BEACHFILL MATERIAL IS REQUIRED AT THE LOCATIONS SHOWN ON THIS SHEET; HOWEVER CONTRACTOR SHALL STILL CONDUCT

PRE-CONDITION AND POST-CONDITION SURVEY AT ALL PROFILE LINE LOCATIONS. SEE SHEET C-002 FOR SURVEY PROFILE

INFORMATION.

4. CONTRACTOR'S ACCESS TO AREAS OUTSIDE THE LIMIT OF REQUIRED BEACHFILL OR DUNE CONSTRUCTION SHALL BE LIMITED TO

EQUIPMENT AND PERSONNEL REQUIRED TO CONDUCT PRE AND POST CONDITION SURVEYS ONLY.

5. THE SEAWARD TOE OF THE EXISTING DUNE SHOWN IS THE TOE OF THE FEDERAL DUNE TEMPLATE. DUE TO THE DYNAMIC NATURE OF

THE SHORELINE, THE ACTUAL TOE OF THE EXISTING DUNE MAY BE ACCRETED SEAWARD OR ERODED LANDWARD. CONTRACTOR SHALL

NOT DISTURB THE ACTUAL TOE OF EXISTING DUNES UNLESS WORK IS REQUIRED AS INDICATED ON THE PLANS.

6.CONTRACTOR MUST NOT DAMAGE ALL EXISTING OUTFALL DRAINAGE FEATURES IN MARGATE CITY AND LONGPORT BOROUGH SHOWN

ON THE DRAWINGS. ANY DAMAGES CAUSED DURING CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL

COST TO THE GOVERNMENT.

7. AREAS REQUIRING DUNE PLANTINGS ARE APPROXIMATE AND SHALL BE DETERMINED BY THE C.O.R. ALL EXISTING VEGETATION

DEEMED VIABLE BY THE C.O.R. SHALL REMAIN. ANY EXISTING SAND FENCE ON THE DUNE SHALL BE REMOVED AND DISPOSED OF AT

THE DIRECTION OF THE C.O.R.

SURVEY AND CONSTR. (TYP)

DUNE PLANTING AREA (TYP.)

(SEE SHEET C-501)

(SEE NOTE 7)

DUNE PLANTING AREA (TYP.)

(SEE SHEET C-501)

(SEE NOTE 7)

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PHILADELPHIA

PLAN - STA. 328+57 TO STA. 363+46

PLAN - STA. 328+57 TO STA. 363+46

QUANTITIES - LAND SIDE DUNE PLANTING AREAS

STATION RANGE DUNE GRASS SPARTINAS BAY BERRY BEACH PLUM SAND FENCE

332+00 TO 334+00

7500 SF @ 18" C-C

4225 SF @ 18' C-C 4225 SF @ 12' C-C 4225 SF @ 12' C-C 200 LF

7500 SF @ 24" C-C

349+80 TO 350+80

1500 SF @ 18" C-C

1500 SF @ 18' C-C 1500 SF @ 12' C-C 1500 SF @ 12' C-C 100 LF

2100 SF @ 24" C-C

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