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
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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
EA
N
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
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N.J. ROUTE 52
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BAY AVE
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ASBURY AVE
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WESLEY AVE
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BOARDWALK
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14TH ST
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9TH ST
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4TH ST
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4TH ST
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ASBURY AVE
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WESLEY AVE
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CENTRAL AVE
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OCEAN AVE
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ATLANTIC AVE
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WEST AVE
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3RD ST
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2ND ST
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1ST ST
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WESLEY RD
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WESLEY RD
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SEAVIEW RD
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ATLANTIC BLVD
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ABERDEEN RD
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EDINBURGH RD
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CARDIFF RD
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INLET RD
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SEASPRAY RD
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SEABRIGHT RD
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SURF RD
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CRESCENT RD
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GARDENS RD
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NORTH ST
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1ST ST
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3RD ST
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2ND ST
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HAVEN AVE
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5TH ST
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6TH ST
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6TH ST
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7TH ST
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ATLANTIC AVE
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OCEAN AVE
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CENTRAL AVE
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WEST AVE
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HAVEN AVE
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SIMPSON AVE
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BAY AVE
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PLEASURE AVE
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SIMPSON AVE
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HAVEN AVE
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WEST AVE
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ASBURY AVE
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15TH ST
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16TH ST
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18TH ST
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19TH ST
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20TH ST
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21ST ST
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22ND ST
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23RD ST
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24TH ST
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SIMPSON AVE
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HAVEN AVE
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WEST AVE
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ASBURY AVE
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26TH ST
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27TH ST
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28TH ST
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29TH ST
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30TH ST
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31ST ST
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32ND ST
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33RD ST
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34TH ST
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35TH ST
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36TH ST
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37TH ST
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38TH ST
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39TH ST
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OXFORD LANE
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VICTORIA LANE
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BARTRAM LANE
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ROOSEVELT BOULEVARD
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SIMPSON AVE
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HAVEN AVE
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WEST AVE
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ASBURY AVE
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ASBURY AVE
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BAY AVE
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40TH ST
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41ST ST
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42ND ST
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43RD ST
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44TH ST
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45TH ST
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46TH ST
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47TH ST
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48TH ST
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49TH ST
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50TH ST
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51ST ST
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52ND ST
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53RD ST
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54TH ST
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55TH ST
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56TH ST
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57TH ST
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58TH ST
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59TH ST
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DORY DR
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CLIPPER DR
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BARK DR
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ANCHORAGE DR
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BAY AVE
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SIMPSON AVE
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HAVEN AVE
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WEST AVE
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ASBURY AVE
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CENTRAL AVE
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OCEAN DR
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OCEAN RD
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ATLANTIC BLVD
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25TH ST
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MUNICIPAL AIRPORT RUNWAY
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WATERWAY ROAD
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ARKANSAS AVE
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SPRUCE RD
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PINE RD
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ST
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DAVIDS
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MERION
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BAYBERRY
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SWEETWATER
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SUNNYSIDE
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SUMMER
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PLYMOUTH PL
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PLAZA PL
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PELHAM PL
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BATTERSEA RD
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WAVERLY BLVD
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SEACREST RD
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SEACLIFF RD
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SEASPRAY
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ROAD
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NEWCASTLE RD
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GARDENS PKWY
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ABERDEEN RD.
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BELFAST RD
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N. POINT
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BAY RD
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MUNICIPAL
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DIVISION
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LINE
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MEAN HIGH WATER LINE
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MEAN HIGH WATER LINE
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LONGPORT BRIDGE
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ATLANTIC
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BLVD
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LANDING
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RD.
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LAGOON RD
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BRIDGE
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BLVD
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DUNDEE RD
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WAVERLY
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BLVD
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GARDENS PKWY
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STATION
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RD W
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SINDIA RD
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STATION RD E
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WESLEY
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RD
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LAUREL
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RD
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HOLLY
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TREE RD
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GULL RD
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BEACH RD
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STENTON PL.
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ST. JAMES PL.
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ST. CHARLES PL.
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PENNLYN PL.
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DELANCY PL.
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PARK PL.
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BRIGHTON PL.
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MEAN HIGH
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WATER LINE
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MEAN HIGH
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WATER LINE
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WATER LINE
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MEAN HIGH
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MEAN HIGH
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WATER LINE
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5TH ST
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6TH ST
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PALEN AV.
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PLEASURE AVE
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WALTON
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PL
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PLEASURE AVE.
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MARINE PL
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BAYVIEW PL
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13TH ST
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12TH ST
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WAYNE
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AVE
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MOORLYN
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TERRACE
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8TH ST
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9TH ST. BRIDGE
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BRIDGE
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SUNSET
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PLEASURE
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AVE.
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ANCHOR RD
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BAY
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SHORE
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DR
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MUNICIPAL DIVISION LINE
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CENTRAL AVE
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WESLEY AVE
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WATER LINE
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MEAN HIGH
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MEAN HIGH
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WATER LINE
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WATER LINE
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MEAN HIGH
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FERNDALE
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DR.
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SPRUCE
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DR.
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LEYTE
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LN
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APPLE-
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TREE
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LN
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PINGWOOD
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DR
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WINDSOR
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DR
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RICHMOND DR
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MICHIGAN
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AVE
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ROSEMAR LN
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REEF DR
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17TH
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ST
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18TH ST
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CENTRAL AVE
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WESLEY AVE
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BAY
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AVE
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MEAN HIGH
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WATER LINE
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MEAN HIGH
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WATER LINE
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MEAN HIGH
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WATER LINE
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WEST AVE
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CENTRAL AVE
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34TH ST. BRIDGE
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COUNTY RD. 623
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ALDERS
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LN
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WATERVIEW
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BLVD
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WESTMINSTER
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LN
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PEMBROKE LN
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VERNON
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WEST AVE.
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ASBURY AVE.
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CENTRAL AVE.
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BRIGANTINE
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DR
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SO.
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INLET
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DR
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SAFE
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HARBOR
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DR.
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COUNTY RD. 619
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1
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MUNICIPAL
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DIVISION
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LINE
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MUNICIPAL
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LINE
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DIVISION
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MUNICIPAL
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DIVISION
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LINE
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MEAN HIGH
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WATER LINE
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WATER LINE
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MEAN HIGH
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WATER LINE
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MEAN HIGH
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WATER LINE
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MEAN HIGH
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WATER LINE
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MEAN HIGH
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WATER LINE
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MEAN HIGH
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WATER LINE
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MEAN HIGH
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MEAN HIGH
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WATER LINE
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WATER LINE
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MEAN HIGH
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WATER LINE
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MEAN HIGH
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MAGNETIC
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0
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2,000
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4,000
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2,000
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Graphic Scale - 1"=2,000'
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1,000
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.
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.