W912BU20B0007_DWGS-AM0001.pdf

PDF 14 MB Posted Jun 23, 2020

Attached to: Beachfill Nourishment - Brigantine Inlet to Great Egg Harbor Inlet, Absecon Island, Atlantic County, NJ.
Solicitation number: W912BU20B0007
Issued by: Department of the Army Corps of Engineers Engineering District Philadeplhia

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Written by GovTribe AI · Dec 28, 2023

This document is a solicitation for beach nourishment services along the Atlantic coast of New Jersey. The U.S. Army Corps of Engineers, Philadelphia District is seeking a contractor to place approximately 1.6 million cubic yards of beachfill material across an 8-mile stretch of coastline between Absecon Inlet and Great Egg Harbor Inlet. In addition to beachfill placement, the selected contractor will construct and repair pedestrian, vehicle, and ADA-compliant dune crossovers; plant dune grass; install sand fencing; and repair or extend existing stormwater infrastructure. The base period of performance is 150 days with optional additions to place additional beachfill material. Bids are due by July 14, 2020 with an estimated contract value between $25-50 million. The solicitation will be issued on June 15 and contractors must be registered in SAM and comply with veterans' employment reporting requirements.

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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.

VICINITY MAP

OF WORK

LOCATION

LOCATION MAP

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OF PROJECT

US Army Corps of Engineers

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SOLICITATION NO:

CONTRACT NO:

ISSUE/SUBMITTAL DATE:

IFB W912BU20B0007

15 JUN 2020

BRIGANTINE INLET TO GREAT EGG HARBOR INLET

ABSECON ISLAND, ATLANTIC COUNTY, NEW JERSEY

BEACH NOURISHMENT

PHILADELPHIA

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G-001 a

DRAWING INDEX

SHEET NUMBER DESCRIPTION

GENERAL

G-001

COVER SHEET

CIVIL

C-001

GENERAL INFORMATION SHEET

C-002

CWL AND PROFILE ORIGIN POINTS

C-101

GENERAL PLAN - ATLANTIC CITY TO VENTNOR CITY

C-102

GENERAL PLAN - VENTNOR CITY TO LONGPORT

C-103

PLAN - STA. 0+00 TO STA. 16+36

C-104

PLAN - STA. 16+36 TO STA. 51+20

C-105

PLAN - STA. 51+20 TO STA. 86+76

C-106

PLAN - STA. 86+76 TO STA. 122+22

C-107

PLAN - STA. 122+22 TO STA. 157+06

C-108

PLAN - STA. 157+06 TO STA. 191+83

C-109

PLAN - STA. 191+83 TO STA. 224+00

C-110

PLAN - STA. 224+00 TO STA. 258+75

C-111

PLAN - STA. 258+75 TO STA. 293+73

C-112

PLAN - STA. 293+73 TO STA. 328+57

C-113

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

C-114

PLAN - STA. 363+46 TO STA. 399+00

C-115

PLAN - STA. 399+00 TO STA. 429+33

C-301

TYPICAL SECTIONS - STA. 0+00 TO STA. 429+33

C-302

TYPICAL SECTIONS - DUNE

C-303

TYPICAL SECTIONS - CROSSOVER

C-304

TYPICAL SECTIONS - CROSSOVER

C-305

CROSS SECTIONS - STA. 2+50 TO STA. 29+00

C-306

CROSS SECTIONS - STA. 34+00 TO STA. 65+00

C-307

CROSS SECTIONS - STA. 70+00 TO STA. 120+00

C-308

CROSS SECTIONS - STA. 130+00 TO STA. 200+00

C-309

CROSS SECTIONS - STA. 210+00 TO STA. 284+00

C-310

CROSS SECTIONS - STA. 290+00 TO STA. 360+00

C-311

CROSS SECTIONS - STA. 370+00 TO STA. 426+00

C-312

PROFILES - OUTFALL - STA. 58+43

C-401

PLANS - ENLARGED CROSSOVER

C-402

PLANS - ENLARGED CROSSOVER

C-403

PLAN - BORROW AREA H AND PIPE RESTRICTION ZONE

C-404

PLAN - ABSECON INLET BORROW AREAS

C-501

DETAILS - FENCE AND GRASS

C-502

DETAILS - FENCE

C-503

DETAILS - 36 INCH OUTFALLS

C-504

DETAILS - TEE PIPE SUPPORT

C-505

DETAILS - SLAB ON GRADE - SUFFOLK AVE. CROSSOVER

CIVIL: REFERENCE DRAWINGS

R-101

UTILITY MAP SUFFOLK AVE VENTNOR

R-102

DETAILS - VENTNOR CITY BOARDWALK

R-103

PLAN - SUFFOLK AVE CROSSOVER

R-104

DETAILS - SUFFOLK AVE CROSSOVER

AutoCAD SHX Text Pittsburgh

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VIRGINIA

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WEST

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LAKE

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ERIE

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CANADA

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BAY

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DELAWARE

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

AutoCAD SHX Text Roanoke

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AutoCAD SHX Text Washington

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VIRGINIA

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BAY

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CHESAPEAKE

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DELAWARE

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CONNECTICUT

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LONG ISLAND

AutoCAD SHX Text Philadelphia

AutoCAD SHX Text Baltimore

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MARYLAND

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JERSEY

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NEW

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AutoCAD SHX Text New York

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NEW YORK

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PENNSYLVANIA

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LONG ISLAND SOUND

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MASS.

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ISLAND

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RHODE

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

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NEW JERSEY

AutoCAD SHX Text Wildwood Crest

AutoCAD SHX Text Ocean City

AutoCAD SHX Text Strathmere

AutoCAD SHX Text Wildwood

AutoCAD SHX Text North Wildwood

AutoCAD SHX Text Stone Harbor

AutoCAD SHX Text Avalon

AutoCAD SHX Text Sea Isle City

AutoCAD SHX Text City

AutoCAD SHX Text Ventnor City

AutoCAD SHX Text Margate City

AutoCAD SHX Text Longport

AutoCAD SHX Text Marmora

AutoCAD SHX Text Estell Manor

AutoCAD SHX Text Petersburg

AutoCAD SHX Text Woodbine

AutoCAD SHX Text Tackahoe

AutoCAD SHX Text Port Elizabeth

AutoCAD SHX Text Eldora

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AutoCAD SHX Text Reeds Beach

AutoCAD SHX Text Pierces Pt

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AutoCAD SHX Text Cold Spr

AutoCAD SHX Text Rio Grande

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AutoCAD SHX Text S. Dennis

AutoCAD SHX Text Dennisville

AutoCAD SHX Text Ocean View

AutoCAD SHX Text Millville

AutoCAD SHX Text Atlantic

AutoCAD SHX Text Beach

AutoCAD SHX Text Delaware Bay

AutoCAD SHX Text Hereford Inlet

AutoCAD SHX Text Townsends Inlet

AutoCAD SHX Text

BOARDWALK

ATLANTIC OCEAN

BOARDWALK

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STA. 204+75

188.5' RT

STA. 207+35

186' RT

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CROSSOVER (TYP)

EXISTING VEHICULAR

CROSSOVER TO

REMAIN (TYP)

192+00

193+00

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CONTRACTOR

WORK LIMIT

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CENTERLINE (TYP)

SEAWARD TOE OF

EXISTING DUNE (TYP)

NOTES:

1. 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.

2. SEE SHEET C-001 FOR GENERAL NOTES.

3.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.

4. 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.

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

6. CONTRACTOR SHALL DEMOLISH AND DISPOSE OF THE EXISTING CONCRETE VEHICLE ACCESS RAMP AT SUFFOLK AVENUE AND

CONSTRUCT A NEW CONCRETE RAMP. SEE SHEETS C-304, C-402 AND C-505.

LANDWARD PEDESTRIAN CROSSOVER

RAMP CONSTRUCTION (TYP)

(SEE DETAIL 4/C-402)

EXISTING BEACH PATROL

CROSSOVER (TYP)

N 184455

E 499765

STAGING

AREA

N 184340

E 499836

N 184591

E 499984

N 184477

E 500055

CONTRACTOR

ACCESS

DEMO AND REMOVE EXISTING

TIMBER ADA CROSSOVER

(SEE DETAIL 3/C-402)

REMOVE AND DISPOSE ABANDONED ADA

CROSSOVER REMNANTS 1' BELOW EXISTING

GRADE AND RE-GRADE AND RE-PLANT DUNE.

(SEE SHEET C-501)

SURVEY AND CONSTR. (TYP)

REMOVE AND REPLACE EXISTING

VEHICLE CROSSOVER

(SEE NOTE 6)

M A

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E : C

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: C -1

E : C

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PLAN - STA. 191+83 TO STA. 224+00

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PHILADELPHIA

QUANTITIES - LANDWARD CROSSOVER RAMP CONSTRUCTION

STATION RAMP TYPE RAMP CONSTRUCTION (SF)

194+20 DOUBLE 650

197+60 DOUBLE 650

201+20 DOUBLE 650

208+20 DOUBLE 650

210+40 DOUBLE 650

213+40 DOUBLE 650

219+60 DOUBLE 650

222+60 DOUBLE 650

a a a

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

PLAN

AutoCAD SHX Text 100'

AutoCAD SHX Text

AutoCAD SHX Text 50'

SCALE IN FEET

X X X X X X X X

CREST ELEV +12.75

LANDWARD TOE OF DUNE

AND SAND FENCE ELEV +7.25

W I D

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SEAWARD EDGE OF

EXIST BOARDWALK

APPROX DECK ELEV +11.0

℄ DUNE

SEAWARD TOE OF

DUNE - ELEV +7.25

POST AND RAIL

FENCE (TYP)

SAND FENCE

LEVEL LANDING

- EL +11.50

LEVEL LANDING

- EL +11.50

EXIST

HANDICAP

CROSSOVER

SAND FENCE

(TYP)

C-303

C-501

(TYP)

X X X

VARIES

SEAWARD EDGE OF

EXIST BOARDWALK

APPROX DECK

ELEV +17.0

X X X X X

ELEV +7.25

LANDWARD TOE OF

DUNE & SAND FENCE

VARIES

(SEE NOTE 7)

12' MIN.

SEE NOTE 4

MATCH EDGE OF

EXIST RAMP

(SEE NOTE 7)

S E

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X X X X X X

SEAWARD

TOE OF DUNE

& SAND FENCE

ELEV +7.25

CREST ELEV +12.75

EXIST VEHICLE RAMP

SIDE ACCESS RAMP

℄ DUNE

SPLIT RAIL

FENCE (TYP)

SAND FENCE (TYP)

C-303

25'±

WARP SLOPE (TYP)

C-303

(SEE NOTE 8)

CROSSOVER AREA TO BE

RECONSTRUCTED (TYP)

(SEE NOTE 8)

X X X X X X X

EXISTING BEACH PATROL

STRUCTURE TO REMAIN

D I S

T A

X X X X X

R I

SEE NOTE 4

X X X X X X X X

CREST ELEV +12.75

SLOPE 1V:5H

SEAWARD TOE OF DUNE

AND SAND FENCE

ELEV +7.25

GRADE DUNE TO DOOR

OF STRUCTURE

℄ DUNE

SPLIT RAIL

FENCE (TYP)

SAND FENCE (TYP)

C-303

LANDWARD TOE OF DUNE

AND SAND FENCE

ELEV. +7.25

X X X X X X

I V

46°

X X X X X X

XXXXX

I V

CREST ELEV +12.75

LANDWARD TOE OF DUNE

AND SAND FENCE ELEV +7.25

WIDTH VARIES

APPROX. 20'

XXXX

SLOPE 1V:5H

SLOPE VARIES - TIE

CROSSOVER INTO

BOARDWALK AT ELEV

11.0

2C-303

SEAWARD EDGE OF

EXIST BOARDWALK

APPROX DECK ELEV +11.0

℄ DUNE

EXIST. TIMBER

STAIRS (BURIED)

SEAWARD TOE OF

DUNE AND SAND FENCE

ELEV +7.25

SPLIT RAIL

FENCE (TYP)

SAND FENCE (TYP)

SIDE RAMP ON LAND

SIDE OF DUNE (TYP)

(SEE NOTE 9)

EXIST. TIMBER WALL

TO REMAIN

9C-303

CROSSOVER AREA TO BE RECONSTRUCTED

(TYP) (SEE NOTE 10)

REMOVE AND REPLACE

EXIST. SPLIT

RAIL FENCE (TYP)

X X X X XX X X X X

X XX X X X

SLOPE 1V:5H

CREST ELEV +14.75

SEAWARD TOE OF DUNE AND

SAND FENCE ELEV +7.25

BEGIN SPLIT RAIL FENCE

WHERE HANDRAIL ENDS

EXIST TIMBER ACCESS

RAMP ON PILES

℄ DUNE

SPLIT RAIL

FENCE (TYP)

SAND FENCE (TYP)

C-303

POST AND RAIL FENCE

(SEE SHEET C-502)

EXISTING CONCRETE WALL

TO REMAIN

POST AND RAIL FENCE

(TYP) (SEE SHEET C-502)

EXISTING TIMBER

BULKHEAD TO REMAIN

EXISTING TIMBER

BULKHEAD TO REMAIN

C-304

25.67' 5' 24'

SAWCUT EXISTING

CONCRETE SLAB

SLOPE 1V:3H (TYP)

REPLACE BOARDWALK

DECKING AND STRINGERS

(TYP) (SEE NOTE 12)

EXISTING BOARDWALK

DECK ELEV. +11.6+/-

PLUG GAP

WITH CONCRETE

AS REQ'D.

6" CIP REINFORCED

CONCRETE SLAB

16.4" CIP REINFORCED

CONCRETE SLAB

12" CIP REINFORCED

CONCRETE SLAB

LANDING THICKNESS VARIES

SEE PROFILE

REPLACE BOARDWALK

RAILING (SEE NOTE 12)

SLOPE 1V:3H

(TYP)

BOLLARD (TYP)

USE EXISTING JOINT

TO LOCATE NEW RAMP

REPLACE BOARDWALK

RAILING (SEE NOTE 12)

21.25" CIP REINFORCED

CONCRETE SLAB

REMOVE

EXISTING METAL

RAILING

EXISTING CONCRETE WALL

TO REMAIN

EXISTING CURBING

AND INLET TO REMAIN

REMOVE EXISTING

TIMBER HANDRAIL

REPLACE WITH

POST AND RAIL FENCE

REMOVE EXISTING TIMBER

BEAM AND PILES

1' BELOW EXISTING GRADE

EXISTING BITUMINOUS

PAVEMENT TO REMAIN

(APPROX. ELEV +7')

EXISTING TIMBER

BULKHEAD TO REMAIN

REMOVE AND REPLACE

EXISTING METAL

RAILING (TYP.)

EXISTING TIMBER

BULKHEAD TO REMAIN

EXISTING CONCRETE

SIDEWALK TO REMAIN

EXISTING CHAIN LINK

FENCE TO REMAIN

(CONTRACTOR WORK LIMIT)

25.6'+/- 5' 24'+/-

REMOVE EXISTING

CONCRETE SLAB (TYP.)

EXISTING TRASH RECEPTACLE

(TO BE REMOVED BY OTHERS)

EXISTING SIDEWALK

TO REMAIN

EXISTING LIGHT POLE

TO BE RELOCATED

EXISTING BOARDWALK

PILE BENT TO REMAIN (TYP)

EXISTING VEGETATION

X I S

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REPLACE BOARDWALK

DECKING & STRINGERS

(TYP) (SEE NOTE 12)

EXISTING BOARDWALK

DECK ELEV. +11.6+/-

REMOVE EXISTING

CONCRETE

SLAB (TYP.)

EXISTING I-5

CROSSOVER TO REMAIN

REMOVE AND

REPLACE EXISTING

METAL

RAILING (TYP.)

EXISTING BOARDWALK

PILE BENT TO REMAIN (TYP)

REMOVE EXISTING

PILE BENT

SEE 6/C-304

USE CORNER TO LOCATE

NEW RAMP-LAYOUT TO BE

APPROVED BY C.O.R.

USE CORNER JOINT TO LOCATE

NEW RAMP- LAYOUT TO BE

APPROVED BY C.O.R.

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C-402

PHILADELPHIA

PLAN - VEHICLE CROSSOVER (VC)

PLAN - ADA ACCESSIBLE CROSSOVER (VC)

PLAN - BEACH PATROL STRUCTURE DUNE CROSSOVER (VC)

NOTES:

1. SEE SHEET C-001 FOR GENERAL NOTES.

2. SEE PLAN SHEETS AND SHEET C-002 FOR THE CONTRACTOR WORK LIMIT AND PROFILE ORIGIN POINTS.

3. SEE SHEETS C-301 THRU C-304 FOR TYPICAL SECTIONS.

4. SEE SHEETS C-501 AND C-502 FOR DUNE CONSTRUCTION DETAILS.

5. THE LAYOUT OF THE VEHICLE CROSSOVER ON THE OCEAN SIDE OF THE DUNES MAY BE CONSTRUCTED OPPOSITE TO THE LAYOUT SHOWN ON THIS SHEET

TO SUIT EXISTING CONDITIONS. SEE PLAN SHEETS.

6. EXISTING VEHICLE RAMPS VARY IN SIZE AND MAY NOT BE PERPENDICULAR TO THE CENTERLINE OF THE NEW DUNE. ADJUST THE LAYOUT OF THE VEHICLE

FROM THE CREST OF DUNE TO THE EXISTING VEHICLE RAMPS OR EXISTING GROUND TO SUIT EXISTING CONDITIONS AS SHOWN ON PLAN SHEETS.

7. CROSSOVER WALKING AND DRIVING SURFACE IS FLAT IN THE TRANSVERSE DIRECTION.

8. DETAILS SHOWN ON THIS SHEET ARE TO BE USED FOR EXISTING DUNE CROSSOVER RECONSTRUCTION. THE TYPE AND EXTENT OF THE CROSSOVERS TO

BE RECONSTRUCTED VARIES (SEE PLAN SHEETS). CONTRACTOR MUST TIE IN ALL NEW CROSSOVER WORK TO AREAS DETERMINED BY THE COR TO BE

ADEQUATE.

9. ANY SAND MATERIAL REQUIRED TO CONSTRUCT THE LANDWARD SIDE RAMPS MAY BE TAKEN FROM MATERIAL BETWEEN THE EDGE OF THE BOARDWALK

AND LANDWARD TOE OF DUNE ABOVE ELEVATION 7.25'. ANY EXCAVATED AREAS FOR USE AS FILL MATERIAL SHALL BE REGRADED SMOOTHLY.

10. EXISTING UTILITIES TO BE RELOCATED FOR SUFFOLK AVE. CROSSOVER CONSTRUCTION ARE NOT SHOWN. SEE REFERENCE DRAWING R-101..

11. ALL ITEMS RESULTING FROM DEMOLITION OF THE EXISTING CROSSOVER SHALL BE DISPOSED OF OFF SITE. FOR CLARITY SOME FEATURES OF THE

EXISTING SUFFOLK AVE. CROSSOVER ARE NOT SHOWN. REFER TO SHEETS R-103 AND R-104 FOR REFERENCE DRAWINGS OF THE EXISTING SUFFOLK AVE.

CROSSOVER. DEMOLITION OF THE CROSSOVER MAY INCLUDE ANY OF THE FEATURES SHOWN ON THESE REFERENCE SHEETS THAT ARE WITHIN THE LIMITS

OF THE NEW CROSSOVER CONSTRUCTION. A SITE VISIT IS STRONGLY RECOMMENDED TO CONFIRM EXISTING CONDITIONS.

12. CONTRACTOR SHALL RECONSTRUCT AREAS OF BOARDWALK REMOVED AS PART OF THE SUFFOLK AVE. CROSSOVER CONSTRUCTION PER EXISTING

BOARDWALK DETAILS SHOWN ON REFERENCE DRAWING R-102 AND SPECIFICATIONS. THE EXTENT OF BOARDWALK TO BE REMOVED SHALL BE DETERMINED

IN THE FIELD IN COORDINATION WITH THE C.O.R. THE EXTENT OF BOARDWALK TO BE REMOVED SHALL BE LIMITED TO THAT REQUIRED TO COMPLETE THE

WORK SHOWN.

PLAN - MODIFIED PEDESTRIAN CROSSOVER (VC)

PLAN - SUFFOLK AVE. VEHICULAR CROSSOVER

a a

PLAN - PEDESTRIAN CROSSOVER (VC)

NORTH

PLAN

NORTH

PLAN

PLAN-SUFFOLK AVE. VEHICULAR CROSSOVER- DEMOLITION

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M I N

C L

#6@12" OC

EW T&B

NJDOT DENSE GRADED

AGGREGATE (TYP)

C L

CLR

NOTES:

1. JOINT SPACING SHALL NOT BE LESS

THAN 25 FT.

2. COORDINATE CROSSOVER ELEVATIONS

WITH CIVIL DRAWINGS.

TOP OF

LANDING

EL. 9.6'±

" Ø x 20" LONG

DOWELS @ 15" OC

PAINT & OIL ONE END

BUTT JOINT

SEE DETAIL

3/C-505

STOP REINFORCEMENT AT

EACH END OF JOINT T&B

(TYP)

JOINT

SEALANT

BACKER ROD

M I N

C L R

SEE DETAIL

3/C-505

STOP REINFORCEMENT AT

EACH END OF JOINT T&B

(TYP)

PREFORMED

FILLER

MATERIAL

NJDOT DENSE GRADED

AGGREGATE (TYP)

CLR

NOTES:

1. REFER TO CIVIL DRAWINGS FOR GRADING ADJACENT TO THE SLAB-ON-GRADE.

2. WOOD SILL TO BE TREATED IN ACORDANCE WITH AWPA U1 UC4C USING

CHROMATED COPPER ARSENATE (MIN. RETENTION OF 0.60 LB/FT

3. REFER TO SHEET R-102 FOR EXISTING BOARDWALK DETAILS.

#6@12" OC EW

2"x4" BOARDWALK DECK

(TYP)

2"x8" BLOCKING

BETWEEN STRINGERS

(TYP)

3"x12" BOARDWALK

STRINGER (TYP)

(1)

" Ø 316 STAINLESS STEEL

ANCHOR BOLT BETWEEN

STRINGERS W/ 3" MIN

EMBEDMENT IN CONCRETE

SIMPSON HTSM16 OR

APRROVED EQUAL EACH

SIDE OF STRINGER (TYP)

3"x10" TREATED WOOD SILL, SEE NOTE 2

#6@12" OC EW

NJDOT DENSE GRADED

AGGREGATE (TYP)

3'-0"

3"x12" BOARDWALK

STRINGER (TYP)

2"x8" BLOCKING

PREFABRICATED HANGER

SIMPSON LUS28 OR

APPROVED EQUAL (TYP)

NOTE: REFER TO SHEET R-102 FOR EXISTING

BOARDWALK DETAILS

VARIES

#6@12" OC EW

NJDOT DENSE GRADED

AGGREGATE (TYP)

PREFORMED

FILLER

MATERIAL

#6@12" OC EW

NJDOT DENSE GRADED

AGGREGATE (TYP)

NTS

DETAIL - SLAB-ON-GRADE 12 - 21.25 IN

NTS

DETAIL - CONTROL AND CONST. JOINT

NTS

DETAIL - JOINT SEALANT

NTS

DETAIL - EXPANSION JOINT

NTS

DETAIL - SLAB AT BOARDWALK

NTS

DETAIL - BOARDWALK STRINGER

NTS

DETAIL - SLAB-ON-GRADE 6 IN

NTS

DETAIL - ISOLATION JOINT

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DETAIL - BOARDWALK RAILING

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Sheets and Views

G-001 COVER SHEET

C-109 PLAN - STA. 191+83 TO STA. 224+00

PLAN - STA. 191+83 TO STA. 226+59

C-304 TYPICAL SECTIONS - CROSSOVER

PLAN - SCUPPER EXCAVATION - STA. 245+00 TO STA. 267+67

SECTION - SCUPPER EXCAVATION STA. 245+00 TO STA. 267+67 (VC)

PROFILE - SUFFOLK AVE (VC) VEHICULAR RAMP

SECTION A-A

SECTION B-B

SECTION C-C

C-402 PLANS - ENLARGED CROSSOVER

PLAN - HANDICAP CROSSOVER (VENTNOR CITY)

PLAN - VEHICLE CROSSOVER (VENTNOR CITY)

PLAN - BEACH PATROL STRUCTURE DUNE CROSSOVER (VENTNOR CITY)

PLAN - ACCESSIBLE CROSSOVER (AC)

PLAN - MODIFIED PEDESTRIAN CROSSOVER (ATLANTIC CITY)

SUFFOLK PLAN

PLAN-SUFFOLK AVE. VEHICULAR CROSSOVER- DEMOLITION

C-505 DETAILS - SLAB ON GRADE - SUFFOLK AVE. CROSSOVER

DETAIL - SLAB-ON-GRADE

DETAIL - CONTROL AND CONSTRUCTION JOINT

DETAIL - JOINT SEALANT

DETAIL - EXPANSION JOINT

DETAIL - SLAB AT BOALKWALK

DETAIL - BOARDWALK STRINGER

DETAIL - SLAB-ON-GRADE 12 IN

DETAIL - ISOLATION JOINT

R-101 UTILITY MAP SUFFOLK AVE VENTNOR

REF-DWG

R-102 DETAILS - VENTNOR CITY BOARDWALK

PLAN - BOARDWALK

ELEVATION - BOARDWALK

SECTION - BOARDWALK

DETAIL - BOARDWALK RAILING

R-103 PLAN - SUFFOLK AVE CROSSOVER

PLAN - SUFFOLK AVE CROSSOVER

R-104 DETAILS - SUFFOLK AVE CROSSOVER

DETAIL - SUFFOLK AVE CROSSOVER

	2020-06-23T14:56:55-0400
CHASTEN.CAMERON.P.1231432031

	2020-06-23T15:17:55-0400
CLAPP.CHRISTINE.D.1228846372

	2020-06-23T15:26:09-0400
MOFFATT.BARBARA.F.1228997893

File details come from the government source that posted it. Updated Jun 23, 2020.