861 ASBURY AVENUE, CITY HALL – ROOM 203, OCEAN CITY, NJ 08226-3642 Tele: (609) 399-6111, ext. 9356 Fax: (609) 399-3779

www.ocnj.us

PURCHASING DIVISION

CITY OF OCEAN CITY AMERICA’S GREATEST FAMILY RESORT

Issue Date: Wednesday, February 5, 2020

CITY OF OCEAN CITY

COUNTY OF CAPE MAY NEW JERSEY

CITY CONTRACT #20-17 IMPROVEMENTS TO VARIOUS BOARDWALK STREET END RAMPS – CENTRAL

CLARIFICATION #1

NOTICE TO ALL BIDDERS: Please see attached clarification to plans for #20-17: Improvements to Various Boardwalk Street End Ramps – Central.

If you have any questions regarding this addendum or require additional information please feel free to contact the Purchasing Office at (609) 525-9356. _______________________________________________________ Joseph S. Clark, QPA Purchasing Manager

PROJECT SITE

PROJECT SITE

PROJECT SITE

AT

LAN

TIC

OC

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INDEX OF SHEETS

1. COVER SHEET

2. DETAILS

3. DETAILS

4. IMPROVEMENTS TO 9 STREET BOARDWALK STREET END

RAMP

5. IMPROVEMENTS TO 10TH AND 11TH STREET BOARDWALK

STREET END RAMP

LOCATION PLAN

1/5

JAN 21, 2020

DATE: CHECKED BY:DRAWN BY:

JSE

COVER

SCALE:

REV DATE: REVISIONS:

AS SHOWN

IMPROVEMENTS TO VARIOUS BOARDWALK

STREET END RAMPS - CENTRAL

CITY CONTRACT 20-17

GEORGE J. SAVASTANO II, PROFESSIONAL ENGINEER

NJ LICENSE NO. 38516

CITY OF OCEAN CITY , CAPE MAY COUNTY, NEW JERSEY

OFFICE OF ENGINEERING

DEPARTMENT OF COMMUNITY OPERATIONS

Mayor

Jay A. Gillian

City Council

Peter Madden, Council President

Tony Wilson, Council Vice President

Keith Hartzell

Karen Bergman

Michael DeVlieger

Antwan McClellan

Bobby Barr

IMPROVEMENTS TO VARIOUS BOARDWALK STREET END RAMPS -

CENTRAL

CITY CONTRACT 20-17

THE ABOVE LISTED QUANTITIES ARE FOR GENERAL INFORMATION ONLY. PROJECT WILL BE

CONSIDERED A LUMP SUM BID

COMPLETE TO THE LIMITS SHOWN IN THESE PLANS AND OUTLINED IN THE TECHNICAL

SPECIFICATIONS.

COST OF ALL LABOR, EQUIPMENT, MATERIALS, OVERHEAD,PROFIT AND ALL ELSE NECESSARY FOR

THE COMPLETION OF THE PROJECT SHALL BE INCLUDED IN LUMP SUM PRICE.

FEB 4, 2020 CORRECTION OF TYPOGRAPHICAL ERRORS

STANDARD LEGEND

W

S

WATER MAIN

GAS MAIN

PHONE LINE

SANITARY SEWER

EXISTING MANHOLE

PROPOSED MANHOLE

EXISTING INLET

PROPOSED INLET

FIRE HYDRANT

GUY WIRE

BENCH

PEDESTRIAN SIGNAL

UTILITY POLE

SIGN

CENTER LINE

PROPERTY LINE

EXISTING CONCRETE

EXISTING SLATE

EXISTING GRASS

EXISTING BRICK

EXISTING CURB

PROPOSED CURB

PROPOSED CONCRETE SIDEWALK

EXISTING DRIVEWAY

TRAFFIC SIGNAL

TREE

PROPOSED CONCRETE DRIVEWAY

EXISTING GRADE

0.00

0.00

PROPOSED GRADE

AVE.

ABBREVIATIONS

B

L

BM

BT

BIT

BSBC

C

L

C

CIP

CMP

D

DW

EL.

ELEC.

EX

FT

FH

G

GV

HDPE

HYD

JB

MH.

N.J.

PK

AVENUE

BASELINE

BENCHMARK

BELL TELEPHONE

BITUMINOUS

BITUMINOUS STABILIZED BASE COURSE

CENTERLINE

CUT

CAST IRON PIPE

CORRUGATED METAL PIPE

DEPRESSED

DRIVEWAY

ELEVATION

ELECTRIC

EXISTING

FEET

FIRE HYDRANT

GAS

GAS VALVE

HIGH DENSITY POLYETHYLENE PIPE

HYDRANT

JUNCTION BOX

MANHOLE

NEW JERSEY

NAIL IN PAVEMENT

PROPOSED CONCRETE GUTTER

TOP OF DEPRESSED CURBTDC

WATER METERWM

WATER VALVEWV

BOTTOM OF CURBBC

GENERAL NOTES

1. SPECIFICATIONS SHALL BE IN ACCORDANCE WITH THE NEW JERSEY DEPARTMENT OF

TRANSPORTATION STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION,

2007 EDITION WITH 2014 SUPPLEMENTARY SPECIFICATION THERETO GOVERN.

2. ALL TRAFFIC CONTROL STIPULATIONS AND DETAILS MUST ADHERE TO THE

N.J.D.O.T.2001 STANDARD TRAFFIC CONTROL DETAILS AND M.U.T.C.D. REQUIREMENTS.

3. ALL STATE AID PROJECTS MUST CONFORM TO THE DESIGN STANDARDS FOR THE

AMERICAN WITH DISABILITIES ACT AND CURRENT DESIGN STANDARDS FOR BICYCLE

SAFETY.

4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS IN THE FIELD

PRIOR TO THE START OF CONSTRUCTION. ANY ERRORS OR DISCREPANCIES SHALL BE

BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY

5. LOCATION OF EXISTING UTILITIES, WHERE SHOWN ARE APPROXIMATE AND MUST BE

VERIFIED IN THE FIELD PRIOR TO THE START OF CONSTRUCTION.

6. THE CONTRACTOR SHALL USE EXCAVATED MATERIALS FOR BACKFILL UNLESS

OTHERWISE DIRECTED BY THE ENGINEER.

7. ALL PAVED AND CONCRETE AREAS DISTURBED DURING CONSTRUCTION SHALL BE

RESTORED TO A CONDITION AT LEAST EQUAL TO THAT WHICH EXISTED PRIOR TO THE

START OF CONSTRUCTION.

8. ALL GRASSED AREAS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED WITH

SOD. THERE WILL BE NO SEPARATE PAYMENT FOR SOD RESTORATION, BUT THE COST

FOR THIS WORK SHALL BE INCLUDED IN THE VARIOUS PAY ITEMS IN THE PROPOSAL.

9. ALL FILL SHALL BE PLACED IN 12 INCH LAYERS AND THOROUGHLY COMPACTED TO THE

SATISFACTION OF THE ENGINEER. IF BORROWED FILL IS REQUIRED, IT SHALL BE CLEAN

GRANULAR SOIL AND IT SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PRESERVATION OF

UNDERGROUND AND SURFACE UTILITIES AND STRUCTURES AT OR ADJACENT TO THE

SITE OF CONSTRUCTION AND IT SHALL BE AT HIS OWN EXPENSE TO REPAIR OR

REPLACE ANYTHING THAT HE DAMAGES. CONTRACTOR SHALL BE RESPONSIBLE FOR

UTILITY MARKOUT.

11. A BASELINE HAS BEEN PROVIDED ON THE PLANS AND ESTABLISHED IN THE FIELD. IT

SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE THE CONSTRUCTION LINE IN

ACCORDANCE WITH THE BASELINE AND CONSTRUCTION LINE AS SHOWN ON THE PLAN.

12. SEPARATE PAYMENT WILL NOT BE MADE FOR PAVEMENT EXCAVATION & REMOVAL, BUT

THE COST OF THIS WORK SHALL BE INCLUDED IN THE PAYMENT FOR THE VARIOUS

ITEMS OF WORK LISTED IN THE PROPOSAL.

13. SEPARATE PAYMENT WILL NOT BE MADE FOR SAW CUTTING CONCRETE, TEMPORARY

PAVEMENT LINES, CLEARING OF THE SITE, REMOVAL & DISPOSAL OF EXCESS

MATERIALS OR UNWANTED MATERIALS OR DEBRIS.

14. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL EXCESS MATERIAL FROM

THE JOB SITE.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION LAYOUT OF THE

PROJECT.

16. SEPARATE PAYMENT WILL NOT BE MADE FOR THE REMOVAL OF EXISTING CONCRETE

CURB, SIDEWALKS, DRIVEWAYS, OR OTHER MISCELLANEOUS IMPROVEMENTS. THE

COST OF THIS WORK SHALL BE INCLUDED UNDER THE VARIOUS PAY ITEMS IN THE

PROPOSAL.

17. CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES BOTH HORIZONTALLY

AND VERTICALLY PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER IMMEDIATELY,

PRIOR TO CONSTRUCTION, OF ANY CONFLICTS OR DISCREPANCIES WHICH EXIST.

18. EXISTING ROOF DRAINS WHICH PROJECT THROUGH CURBS ARE TO REMAIN AND NEW

CONCRETE CURB AND SIDEWALK SHALL BE POURED AROUND EXISTING ROOF DRAINS.

19. CONTRACTOR SHALL COORDINATE ALL UTILITY RELOCATION'S AS REQUIRED WITH THE

APPLICABLE UTILITY COMPANIES.

20. PAVING FOR THIS PROJECT WILL BE DONE IN TWO (2) SEPARATE LIFTS. THE

CONTRACTOR SHALL USE STABILIZED BITUMINOUS BASE COURSE, MIX 19M64 AS A BASE

COURSE. THE FINAL PAVING WILL BE DONE WITH A LIFT OF BITUMINOUS CONCRETE

SURFACE COURSE, MIX12.5M64 WITH A NOMINAL THICKNESS OF 2" TO REACH FINAL

GRADES.

21. THERE WILL BE NO SEPARATE PAYMENT FOR THE ELEVATIONAL ADJUSTMENTS OF

WATER VALVE BOXES AND METERS, SANITARY CLEAN OUTS, SPRINKLER HEADS, GAS

VALVES, OR ANY OTHER STRUCTURES ENCOUNTERED THAT ARE ASSOCIATED WITH

THE INSTALLATION OF CONCRETE CURB, DRIVEWAYS, AND SIDEWALK. THE COST FOR

THIS WORK SHALL BE INCLUDED IN THE VARIOUS ITEMS IN THE PROPOSAL.

22. WHEN INSTALLING CONCRETE SIDEWALK BEHIND THE CURB THE CONTRACTOR

SHALL SAW CUT THE EXISTING CONCRETE SIDEWALK IN LINE WITH THE LANDSCAPE

STRIP WHEN NO JOINTS EXIST.

23. ALL ELEVATIONS SHOWN ARE BASED UPON NGVD 1988 OR AS NOTED.

24. ENGINEER MAY REVISE PIPE INVERTS AND LOCATIONS DURING CONSTRUCTION TO

AVOID OR LIMIT UTILITY CONFLICTS. CONTRACTORS RESPONSIBILITY TO VERIFY

INVERTS WITH TEST PITS, PRIOR TO ORDERING PRECAST JUNCTION BOXES, INLETS OR

MANHOLES.

25. RESETTING OF BELL TELEPHONE MANHOLE CASTINGS IF REQUIRED, SHALL BE

PERFORMED BY THE TELEPHONE COMPANY. CONTRACTOR IS RESPONSIBLE AND

SHALL COORDINATE WITH UTILITY TO INSURE THIS WORK IS COMPLETED. NO PAY ITEM

EXISTS IN THIS CONTRACT FOR RESETTING OF THESE SPECIALIZED TELEPHONE

MANHOLE CASTINGS.

G

P

INLETINLET

CROSS SECTION: INLET PROTECTION, STONE FILTER BERMS

N.T.S.

1.5" TO 2.5" CLEAN

STONE FILTER BERMS

NO STONE OR FILTERS SHALL BE PLACED OVER INLET OPENING

PLANVIEW: INLET PROTECTION, STONE FILTER BERMS

N.T.S.

CURB HEIGHT

NATURAL ANGLE OF REPOSE (TYP.)

TYPE 'B' INLETS

TYPE 'A' AND 'E' INLETS

EXISTING GRADE

FH

TOP OF CURBTC

VALVE BOX

RESET VALVE BOX

6"

8"

6"

SAWCUT24" MAXIMUM FROM CURBLINE

EXISTING ASPHALTROADWAY

R 12 " R112"

1'-6"

CLASS "B", 4000 PSICOLORIZED CONCRETE

DETAIL "B-A"CONCRETE CURB AND ASPHALT GUTTER DETAILN.T.S.

NOTE:

INSTALL 1/2" WIDE TRAVERSE JOINTS IN CURB EVERY 20'-0". FILL JOINT WITH PREFORMED BITUMINOUSIMPREGNATED FIBER JOINT FILLER WHICH COMPLIES WITH REQUIREMENTS FOR TYPE 3 FILLER IN AASHO SPECM-153. RECESS JOINT 1/4" IN FROM FRONT FACE AND TOP OF CURB.

2" HOT MIX ASPHALT

MIX 12.5M64

SURFACE COURSE

4" HOT MIX ASPHALTMIX 19M64BASE COURSE

DGA BACKFILL

AS REQUIRED BY ENGINEER,

MINIMUM 6" THICK

BLOCKS\DETAILS\SIDEWALK RESIDENTIAL\Detail_BA_Concrete_Curb_And_Asphalt_Gutter.dwg

6"

8"

6"

SAWCUT ASPHALT WIDTH OF GUTTER +2"

EXISTING ASPHALTROADWAY

1'-6"

R 12 "R112"

1'-6"

CLASS "B", 4000 PSICOLORIZED CONCRETE

DETAIL "B-C"CONCRETE CURB & CONCRETE GUTTER DETAILN.T.S.

NOTE:

INSTALL 1/2" WIDE TRAVERSE JOINTS IN CURB EVERY 20'-0". FILL JOINT WITH PREFORMED BITUMINOUSIMPREGNATED FIBER JOINT FILLER WHICH COMPLIES WITH REQUIREMENTS FOR TYPE 3 FILLER IN AASHO SPECM-153. RECESS JOINT 1/4" IN FROM FRONT FACE AND TOP OF CURB.

PROPOSED 8" THICK GUTTERCLASS "B" CONCRETE4000 P.S.I. @ 28 DAYSMINIMUM SLOPE 0.5%MAXIMUM SLOPE 3.3%

2" HOT MIX ASPHALTMIX 12.5M64SURFACE COURSE4" HOT MIX ASPHALTMIX 19M64BASE COURSE

REMOVE EXISTING CONCRETEOR BRICK GUTTER.

GUTTER MAY BE BURIED BENEATHBITUMINOUS CONCRETE OVERLAY

DGA BACKFILLAS REQUIRED BY ENGINEER,MINIMUM 6" THICK

FLOW

BLOCKS\DETAILS\SIDEWALK RESIDENTIAL\Detail_BC_Concrete_Curb_And_Concrete_Gutter.dwg

FLOW LINE AT GUTTER

MAXIMUM LIP

1

2

"

EXISTING PAVEMENT

6" THICK, CONCRETE

RAMP AND CURB, MONOLITHIC POUR

1:12 SLOPE MAXIMUM, HAND BROOM FINISH

DETAIL "F"

HANDICAP ACCESSIBLE SIDEWALK CORNER DETAIL

DEPRESSED CURB

8" X 18"

1

:

1

2

1

:

1

2

DETAIL "A-R" RESIDENTIAL

HANDICAP ACCESSIBLE SIDEWALK CORNER DETAIL

LINE OF STREET

CONCRETE CORNER 10' RADIUS

4' MINIMUM LANDING AREA

2% MAX. CROSS SLOPE

1:12 MAXIMUM SLOPE TO STREET

DWS PAVERS

(DETECTIBLE WARNING SURFACE)

CURB

PROPOSED 4" THICK, CONCRETE SIDEWALK

3500 P.S.I. AFTER 28 DAYS

M

A

X

I

M

U

M

S

L

O

P

E

1

:

1

2

4

'

M

I

N

I

M

U

M

O

R

M

A

T

C

H

E

X

I

S

T

I

N

G

C

R

O

S

S

S

L

O

P

E

0

.

5

%

M

I

N

I

M

U

M

2

.

O

%

M

A

X

I

M

U

M

CONTRACTOR TO

RESTORE DISTURBED AREA

TO PRECONSTRUCTION CONDITIONS.

5'

MINIMUM

W

Z

H1

H

W = Y

H1 = W/12

Z = (H-H1)24 OR (H-H1)12

TYPICAL 6" CURB

W = Y = 48

H1 = 4

24"< Z < 48"

DETAIL "AR2"

HANDICAP ACCESSIBLE SIDEWALK CORNER DETAIL

LINE OF STREET

CONCRETE CORNER 10' RADIUS

4' MINIMUM LANDING AREA

2% MAX. CROSS SLOPE

1:12 MAXIMUM SLOPE TO STREET

DWS PAVERS (DETECTIBLE WARNING SURFACE)

CURB

PROPOSED 4" THICK, CONCRETE SIDEWALK

3500 P.S.I. AFTER 28 DAYS

M

A

X

I

M

U

M

S

L

O

P

E

1

:

1

2

4

'

M

I

N

I

M

U

M

O

R

M

A

T

C

H

E

X

I

S

T

I

N

G

C

R

O

S

S

S

L

O

P

E

0

.

5

%

M

I

N

I

M

U

M

2

.

O

%

M

A

X

I

M

U

M

CONTRACTOR TO

RESTORE DISTURBED AREA

TO PRECONSTRUCTION CONDITIONS.

W = Y

H1 =

W

12

Z = (H -H1) 12

H2 = H1+

X

12

W

Y

4

'

M

I

N

I

M

U

M

W

Z

X

H2

H1

H1

H

M

A

X

I

M

U

M

S

L

O

P

E

1

:

1

2

GUTTER

TYPICAL 6" CURB

W = Y = 48"

H1 = 4"

X = Z = 24"

H2 = H + 6"

UTILITY COMPANIES EMERGENCY CONTACT INFORMATION

ATLANTIC CITIY ELECTRIC

ELECTRIC

420 ROUTE 9 NORTH

CAPE MAY COURT HOUSE, NJ 08210 - 1952

#1 SOUTH JERSEY PLAZA, NJ RT. 54

FOLSOM, NJ 08037

SOUTH JERSEY GAS COMPANY

GAS

TELEPHONE

PLEASANTVILLE, NJ 08232

FIRE ROAD

VERIZON

CABLE

ABSECON, NJ 08201

COMCAST

901 WEST LEEDS ROAD

WATER & SEWER

EGG HARBOR TOWNSHIP, NJ 08234 - 5857

3215 FIRE ROAD

NEW JERSEY - AMERICAN WATER CO.

800-833-7476

800-582-7060

877-832-7221

800-391-3000

800-272-1325

DETAILS

DATE: CHECKED BY:DRAWN BY:

AS SHOWN

SCALE:

REV DATE: REVISIONS:

REV DATE: REVISIONS:

REV DATE: REVISIONS:

JSE

2/5

GEORGE J. SAVASTANO II, PROFESSIONAL ENGINEER

NJ LICENSE NO. 38516

CITY OF OCEAN CITY , CAPE MAY COUNTY, NEW JERSEY

OFFICE OF ENGINEERING

DEPARTMENT OF COMMUNITY OPERATIONS

29 JAN 2020

IMPROVEMENTS TO VARIOUS BOARDWALK STREET END RAMPS -

CENTRAL

CITY CONTRACT 20-17

.015 - .025 HIGH

NO. 18 - 8 SINGLE LEAD ROLLED THREADS

THREAD CUTTING

SLOTTED PINCH POINT

NO. 4 SQUARE

RECESS PER IFI

FOUR SELF- LOCKING RAMP SERRATIOINS AT 90° INCREMENETSON UNDERSIDE OF HEAD PER DETAIL BELOW:

EASED EDGE

NOTE:

FASTENER SHALL BE OF 302 SERIES STAINLESS STEEL,

PASSIVATED AND WAXED WITH CASTROL

SAFETY FILM NO.639, DILUTED 50% WITH WATER.

TOLERANCES, UNLESS SPECIFIED OTHERWISEDECIMALS ±.005 FRACTIOINS ±1/64 ANGLES ±2°.

NOT TO SCALE

1'

5"

9 1/2"

(4)

1

2" DIAMETER CARRIAGE BOLTS LENGTH AS REQUIRED W/ WASHERS AND NUTS

HOT DIP GALVANIZED

3" X 10" TYPICAL

2 1/2"2 1/2"

2'

1'

4"

2-

1

2

"

10"

3" X 10" JOIST TYPICAL

(8)

1

2" DIAMETER CARRIAGE BOLTS W/ WASHERS AND NUTS

HOT DIP GALVANIZED

2" X 10" TYPICAL

3" X 10" TYPICAL1-

1

2

"

3" X 10" JOIST TYPICAL

2" X 10" SPLICE BLOCK TYPICAL

1-

1

4

"Ø (SCHEDULE 40)

ALUMINUM PIPE

ALUMINUM RIBBED TUBE

TOP OF RAIL

FIELD DRILL(1) 1/8"Ø HOLE

IN PIPE & TUBE TO MATCH FOR

(1) 1/8"Ø S.S. BLIND BUTTON HEAD POP RIVET

TYPICAL EXPANSION JOINT

N.T.S.

LINE POST

1-1/2"Ø (SCHEDULE 40)

ALUMINUM PIPE

(TYPICAL)

1/4"Ø WELDING GAS & ANODIZING CAUSTIC RELIEF

HOLE IN BOTTOM OF RAIL

(OCCURS AT INTERMEDIATE RAILS ONLY)

T

i

e

D

o

w

n

S

t

r

a

p

D

e

t

a

i

l

90 °TWIST

NOTE

· TIE DOWN STRAP

SUPPLIED BY

CONTRACTOR

· TIE DOWN STRAP

SHALL BE HOT DIP

GALVANIZED

3 1/2", 3/8"HEX HEAD

AND WASHER

2 1/2", 3/8"HEX HEADS

AND WASHERS

3 1/2", 3/8"HEX HEAD

AND WASHER

3 1/2", 3/8"HEX HEAD

AND WASHER

3 1/2", 3/8"HEX HEAD

AND WASHER

3 1/2", 3/8"HEX HEAD

AND WASHER

TIE DOWN STRAP AT

EACH CAP/PILING

INTERSECTION

TIE DOWN STRAP ONE EACH JOIST

PILE

CAP

JOIST

3" X 6" DECK

1/4" SPACE BETWEEN DECK BOARDS (MAXIMUM)

PLASTIC SHIM

(MAXIMUM 3/4") (TYP)

NOTE

ALL CONNECTORS SHALL

BE HOT DIP GALVANIZED

.015 - .025 HIGH

NO. 18 - 8 SINGLE LEAD ROLLED THREADS

THREAD CUTTING

SLOTTED PINCH POINT

NO. 4 SQUARE

RECESS PER IFI

FOUR SELF- LOCKING RAMP SERRATIOINS AT 90° INCREMENETS

ON UNDERSIDE OF HEAD PER DETAIL BELOW:

EASED EDGE

NOTE:

FASTENER SHALL BE OF 302 SERIES STAINLESS STEEL,

PASSIVATED AND WAXED WITH CASTROL

SAFETY FILM NO.639, DILUTED 50% WITH WATER.

TOLERANCES, UNLESS SPECIFIED OTHERWISE

DECIMALS ±.005 FRACTIOINS ±1/64 ANGLES ±2°.

NOT TO SCALE

TOP VIEW

CAST ALUMINUM

C OF RAIL

L

C OF RAIL

3

/

8

"

SECTION OF RAIL AND CAST FLANGE

L

4-

1

2

"Ø CAST ALUM.

FLOOR FLANGE

(SHOP WELD TO

BOTTOM OF POST)

(R.M.R. #50)

1-

1

2

"Ø ALUM. PIPE

(SCH. 40)

(4)

7

16

"Ø

TYPICAL

GRIND FLUSH

7

16

"Ø

(TYPICAL)

4 EA. FLANGE

1-

1

2

"Ø SCH.40

ALUMINUM PIPE

CONTINUOUS WELD

(GROUND FLUSH)

45°

(4) 1/2" LAG SCREWS

(EMBED 6" MINIMUM)

3"X10" JOIST

(TYPICAL)

3"x10" BLOCKING

(AS REQUIRED)

FOR FLANGE MOUNTING

SCREWS.

CAP

3" X 6" DECK

SOLID BLOCKING

BENEATH ALL

GUARDRAIL POSTS

45°

ALTERNATE INSTALLATION

(WHEN WARRANTED)

35' BOARDWALK

PILING

(SUPPLIED BY CONTRACTOR)

24" x 5/8" HEX HEAD LAG SCREW

HOT DIPPED GALVANIZED

(PREDRILL CAP PRIOR TO INSTALLING DRIFT PINS)

(SUPPLIED BY CONTRACTOR)

3 1/2", 3/8"HEX HEAD

AND WASHER

(SUPPLIED BY CONTRACTOR)

2 1/2", 3/8"HEX HEADS

AND WASHERS

(SUPPLIED BY CONTRACTOR)

3 1/2", 3/8"HEX HEAD

AND WASHER

(SUPPLIED BY CONTRACTOR)

3 1/2", 3/8"HEX HEAD

AND WASHER

(SUPPLIED BY CONTRACTOR)

TIE DOWN STRAP AT

EACH CAP/PILING

INTERSECTION

(SUPPLIED BY CONTRACTOR)

(4) 1/2" LAG SCREWS

(SUPPLIED BY CITY)

ALUMINUM RAILING

(SUPPLIED BY CITY)

CAP

(SUPPLIED BY CONTRACTOR)

JOIST

(SUPPLIED BY CITY)

3" X 6"

DECKING

(SUPPLIED BY CITY)

4 1/2", STAINLESS

STEEL SCREW

(SUPPLIED BY CITY)

1'-8"

1'-7"

3'-6"

6"

6'-6

1

2

" 6'-6

1

2

"

6'-0

1

2

"

20'

1

1

2

"

1

1

2

"

1

1

2

"1

1

2

"1

1

2

"

C

L L

C

L

C

6'-8" 6'-8"

NOTE:

RAILING TO BE WELDED ALUMINUM SCHEDULE 40, 1-1/2" DIAMETER PIPE ALLOY 6063-T6

FIELD CUT AND CAP AT OPENINGS, AS REQUIRED.

ALL WELDS TO BE GROUND SMOOTH.

ALL RAIL TO HAVE MILL FINISH.

RAIL TO BE FLANGE MOUNTED.

EACH POST SHALL EXTEND THROUGH FLANGE AND BE WELDED ON TOP AND BOTTOM.

EACH FLANGE SHALL HAVE FOUR (4) 7/16" DIAMETER HOLE DRILLED AT EQUIDISTANCE AROUND FLANGE

(GREATER DISTANCES TYPICAL)

10" BUTT PILEPROVIDED BY CITY

3x10 PILE CAP

34" X 14" MACHINE BOLT WITHFLAT WASHER AND OGEE WASHERALL HOT DIP GALVANIZED

NOTCH PILE 3" MINIMUM 5" MAXIMUM

PILE

PILE CAP

(8"x12")

3" x 10"JOIST

3" x 10"

JOIST

3" x 6"DECK

3" x 6"DECK

2" x 10" SECTION

CONNECTOR JOIST

(8) 1/2" CARRIAGE BOLTS LENGTH AS REQUIRED

W/ WASHER AND NUTS HOT DIPPED GALVANIZED

CONNECTION PATTERN TO FOLLOW DETAIL 9B

SEE TIE DOWN STRAP DETAIL

PILE

CAPCAP

24" x 5/8" HEX HEAD LAG SCREW HOT DIPPED GALVANIZED(PREDRILL CAP PRIOR TO INSTALLING DRIFT PINS)(SUPPLIED BY CONTRACTOR)

PLASTIC SHIM

(MAXIMUM 3/4")

(TYP)

DETAILS

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

CAST FLANGE DETAIL

OVERLAP SPLICE DETAIL JOIST CONNECTIONS"

3"X10"X 48" TAIL

END SPLICE DETAIL FOR JOIST CONNECTIONS

2" X 10" X 24" SPLICE BLOCK ON 3" X 10" JOIST

4-1/2" STAINLESS STEEL SCREW

SELF-TAPPING, SELF COUNTER-SINKING

3-1/2" STAINLESS STEEL SCREW

SELF-TAPPING, SELF COUNTER-SINKING

TYPICAL LEVEL RAIL CONNECTIONS

SUPPLY DETAIL

TIE DOWN STRAP CONNECTION DETAIL

TIE DOWN STRAP DETAIL

NOT TO SCALE

TYPICAL ALUMINUM RAILING SECTION

DETAIL OF SECTION CONNECTION AT JOISTS

NOT TO SCALE

NOT TO SCALE

ADA RAMP PILING CONNECTION DETAIL

DATE: CHECKED BY:DRAWN BY:

AS SHOWN

SCALE:

REV DATE: REVISIONS:

REV DATE: REVISIONS:

REV DATE: REVISIONS:

JSE

3/5

GEORGE J. SAVASTANO II, PROFESSIONAL ENGINEER

NJ LICENSE NO. 38516

29 JAN 2020

CITY OF OCEAN CITY , CAPE MAY COUNTY, NEW JERSEY

OFFICE OF ENGINEERING

DEPARTMENT OF COMMUNITY OPERATIONS

NOT TO SCALE

NOT TO SCALE

PILE CAP CONNECTION DETAIL

IMPROVEMENTS TO VARIOUS BOARDWALK STREET END RAMPS -

CENTRAL

CITY CONTRACT 20-17

DATE: CHECKED BY:DRAWN BY:

1"=10'

SCALE:

REV DATE: REVISIONS:

REV DATE: REVISIONS:

REV DATE: REVISIONS:

JSE

4/5

Qty Item

18 35' LONG 12" BUTT PILES

24 24" X

5

8

HEX HEAD LAG SCREW DRIFT PIN EACH PILING

9 8" X 12" X (18' 6" PILE CAP)

12 3" X 10" X 12' JOIST (TYP)

6 2" X 10" x 12' SECTION CONNECTOR

2 2" X 10" X 2' END SPLICE PLATE

6 2" X 3" X 12" ON EDGE DIVIDER STRIP

144 3" X 6" DECKING (12' PLANK)

1,584 SCREWS (4

1

2

")

24 TIE-DOWN STRAPS

48 2

1

2

"

3

8

" HEX HEAD AND WASHER

72 3

1

2

",

3

8

" HEX HEAD AND WASHER

Qty Item

36

1

2

" DIAMETER CARRIAGE BOLTS LENGTH AS

REQUIRED W/ WASHERS AND NUTS,HOT DIP GALVANIZED

36 LF ALUMINUM RAIL

4 RAIL POSTS

4 CAST FLANGE

16

1

2

" LAG SCREWS

18 LF FASCIA BOARD (3" X 10")

18 LF BLOCKING (3" X 10")

IMPROVEMENTS TO 9TH STREET BOARDWALK STREET END RAMP

JAN 29, 2020

IMPROVEMENTS TO VARIOUS BOARDWALK STREET END RAMPS -

CENTRAL

CITY CONTRACT 20-17

GEORGE J. SAVASTANO II, PROFESSIONAL ENGINEER

NJ LICENSE NO. 38516

CITY OF OCEAN CITY , CAPE MAY COUNTY, NEW JERSEY

OFFICE OF ENGINEERING

DEPARTMENT OF COMMUNITY OPERATIONS

BASE BID

CONSTRUCT: 41' 10" X 18' SECTION OF BOARDWALK AT 9TH STREET STREET END BETWEEN EXISTING BOARDWALK RAMPS

THE ABOVE LISTED QUANTITIES ARE FOR GENERAL INFORMATION ONLY. PROJECT WILL BE CONSIDERED A LUMP SUM BID

COMPLETE TO THE LIMITS SHOWN IN THESE PLANS AND OUTLINED IN THE TECHNICAL SPECIFICATIONS.

COST OF ALL LABOR, EQUIPMENT, MATERIALS, OVERHEAD,PROFIT AND ALL ELSE NECESSARY FOR THE COMPLETION OF THE

PROJECT SHALL BE INCLUDED IN LUMP SUM PRICE.

DATE: CHECKED BY:DRAWN BY:

AS SHOWN

SCALE:

REV DATE: REVISIONS:

REV DATE: REVISIONS:

REV DATE: REVISIONS:

JSE

5/5

JAN 29, 2020

11TH STREET

10TH STREET

IMPROVEMENTS TO 10TH AND 11TH STREET BOARDWALK STREET END RAMP

IMPROVEMENTS TO VARIOUS BOARDWALK STREET END RAMPS -

CENTRAL

CITY CONTRACT 20-17

GEORGE J. SAVASTANO II, PROFESSIONAL ENGINEER

NJ LICENSE NO. 38516

CITY OF OCEAN CITY , CAPE MAY COUNTY, NEW JERSEY

OFFICE OF ENGINEERING

DEPARTMENT OF COMMUNITY OPERATIONS

CONSTRUCT: 37' X 18' SECTION OF BOARDWALK AT 10TH STREET STREET END

BETWEEN EXISTING BOARDWALK RAMPS

18 35' LONG 12" BUTT PILES

24 24" X

5

8

HEX HEAD LAG SCREW DRIFT PIN EACH PILING

9 8" X 12" X (18' 6" PILE CAP)

12 3" X 10" X 12' JOIST (TYP)

6 2" X 10" x 12' SECTION CONNECTOR

2 2" X 10" X 2' END SPLICE PLATE

6 2" X 3" X 12" ON EDGE DIVIDER STRIP

144 3" X 6" DECKING (12' PLANK)

1,584 SCREWS (4

1

2

")

24 TIE-DOWN STRAPS

48 2

1

2

"

3

8

" HEX HEAD AND WASHER

72 3

1

2

",

3

8

" HEX HEAD AND WASHER

36

1

2

" DIAMETER CARRIAGE BOLTS LENGTH AS

REQUIRED W/ WASHERS AND NUTS,HOT DIP GALVANIZED

36 LF ALUMINUM RAIL

4 RAIL POSTS

4 CAST FLANGE

16

1

2

" LAG SCREWS

18 LF FASCIA BOARD (3" X 10")

18 LF BLOCKING (3" X 10")

CONSTRUCT: 36' 6" X 18' SECTION OF BOARDWALK AT 11TH STREET STREET END

18 35' LONG 12" BUTT PILES

24 24" X

5

8

HEX HEAD LAG SCREW DRIFT PIN EACH PILING

9 8" X 12" X (18' 6" PILE CAP)

12 3" X 10" X 12' JOIST (TYP)

6 2" X 10" x 12' SECTION CONNECTOR

2 2" X 10" X 2' END SPLICE PLATE

6 2" X 3" X 12" ON EDGE DIVIDER STRIP

144 3" X 6" DECKING (12' PLANK)

1,584 SCREWS (4

1

2

")

24 TIE-DOWN STRAPS

48 2

1

2

"

3

8

" HEX HEAD AND WASHER

72 3

1

2

",

3

8

" HEX HEAD AND WASHER

36

1

2

" DIAMETER CARRIAGE BOLTS LENGTH AS

REQUIRED W/ WASHERS AND NUTS,HOT DIP GALVANIZED

36 LF ALUMINUM RAIL

4 RAIL POSTS

4 CAST FLANGE

16

1

2

" LAG SCREWS

18 LF FASCIA BOARD (3" X 10")

18 LF BLOCKING (3" X 10")

ALTERNATE BID "A"

ALTERNATE BID "B"

THE ABOVE LISTED QUANTITIES ARE FOR GENERAL INFORMATION ONLY. PROJECT WILL BE

CONSIDERED A LUMP SUM BID COMPLETE TO THE LIMITS SHOWN IN THESE PLANS AND OUTLINED IN

THE TECHNICAL SPECIFICATIONS.

COST OF ALL LABOR, EQUIPMENT, MATERIALS, OVERHEAD,PROFIT AND ALL ELSE NECESSARY FOR THE

COMPLETION OF THE PROJECT SHALL BE INCLUDED IN LUMP SUM PRICE.

THE ABOVE LISTED QUANTITIES ARE FOR GENERAL INFORMATION ONLY. PROJECT WILL BE

CONSIDERED A LUMP SUM BID COMPLETE TO THE LIMITS SHOWN IN THESE PLANS AND OUTLINED IN

THE TECHNICAL SPECIFICATIONS.

COST OF ALL LABOR, EQUIPMENT, MATERIALS, OVERHEAD,PROFIT AND ALL ELSE NECESSARY FOR THE

COMPLETION OF THE PROJECT SHALL BE INCLUDED IN LUMP SUM PRICE.

FEB 4, 2020 CLARIFICATION