City of Ocean City America’S Greatest Family Resort Purchasing Division

CITY OF OCEAN CITY AMERICA’S GREATEST FAMILY RESORT PURCHASING DIVISION

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

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 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. ATLANTIC OCEAN

PROJECT SITE

PROJECT SITE PROJECT SITE

LOCATION PLAN

INDEX OF SHEETS

1. COVER SHEET

2. DETAILS Mayor IMPROVEMENTS TO VARIOUS BOARDWALK STREET END RAMPS - 3. DETAILS CENTRAL

Jay A. Gillian 4. IMPROVEMENTS TO 9 STREET BOARDWALK STREET END CITY CONTRACT 20-17 RAMP

5. IMPROVEMENTS TO 10TH AND 11TH STREET BOARDWALK City Council STREET END RAMP COVER Peter Madden, Council President DATE: JAN 21, 2020 DRAWN BY: JSE CHECKED BY: SCALE: AS SHOWN Tony Wilson, Council Vice President REV DATE: FEB 4, 2020 REVISIONS: CORRECTION OF TYPOGRAPHICAL ERRORS Keith Hartzell DEPARTMENT OF COMMUNITY OPERATIONS Karen Bergman OFFICE OF ENGINEERING CITY OF OCEAN CITY , CAPE MAY COUNTY, NEW JERSEY Michael DeVlieger GEORGE J. SAVASTANO II, PROFESSIONAL ENGINEER Antwan McClellan 1/5 Bobby Barr NJ LICENSE NO. 38516 EXISTING GRADE STANDARD LEGEND CONCRETE CORNER 10' RADIUS 4' MINIMUM 4' MINIMUM LANDING AREA TYPICAL 6" CURB MATCH EXISTING W = Y 2% MAX. CROSS SLOPE OR W = Y = 48 CROSS SLOPE NATURAL ANGLE OF REPOSE (TYP.) GENERAL NOTES H1 = W/12 1:12 MAXIMUM SLOPE TO STREET 0.5% MINIMUM H1 = 4 Z = (H-H1)24 OR (H-H1)12 DWS PAVERS 2.O% MAXIMUM 24"< Z < 48" (DETECTIBLE WARNING SURFACE) TYPE 'A' AND 'E' INLETS 1. SPECIFICATIONS SHALL BE IN ACCORDANCE WITH THE NEW JERSEY DEPARTMENT OF TYPE 'B' INLETS WATER MAIN CURB HEIGHT W TRANSPORTATION STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION, 2007 EDITION WITH 2014 SUPPLEMENTARY SPECIFICATION THERETO GOVERN. G GAS MAIN

2. ALL TRAFFIC CONTROL STIPULATIONS AND DETAILS MUST ADHERE TO THE MAXIMUM SLOPE 1 : 12 INLET INLET PHONE LINE N.J.D.O.T.2001 STANDARD TRAFFIC CONTROL DETAILS AND M.U.T.C.D. REQUIREMENTS. P CURB

3. ALL STATE AID PROJECTS MUST CONFORM TO THE DESIGN STANDARDS FOR THE SANITARY SEWER LINE OF STREET 1:12 1:12 S H AMERICAN WITH DISABILITIES ACT AND CURRENT DESIGN STANDARDS FOR BICYCLE H1 SAFETY. PROPOSED 4" THICK, CONCRETE SIDEWALK VALVE BOX 3500 P.S.I. AFTER 28 DAYS Z W 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS IN THE FIELD RESET VALVE BOX 5' PRIOR TO THE START OF CONSTRUCTION. ANY ERRORS OR DISCREPANCIES SHALL BE MINIMUM CROSS SECTION: INLET PROTECTION, STONE FILTER BERMS CONTRACTOR TO N.T.S. EXISTING MANHOLE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY RESTORE DISTURBED AREA TO PRECONSTRUCTION CONDITIONS. PROPOSED MANHOLE 5. LOCATION OF EXISTING UTILITIES, WHERE SHOWN ARE APPROXIMATE AND MUST BE VERIFIED IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. DETAIL "A-R" RESIDENTIAL HANDICAP ACCESSIBLE SIDEWALK CORNER DETAIL EXISTING INLET 6. THE CONTRACTOR SHALL USE EXCAVATED MATERIALS FOR BACKFILL UNLESS PROPOSED INLET OTHERWISE DIRECTED BY THE ENGINEER. FIRE HYDRANT FH 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 GUY WIRE START OF CONSTRUCTION. W = Y TYPICAL 6" CURB W H1 = 12 W = Y = 48" BENCH 4' MINIMUM 8. ALL GRASSED AREAS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED WITH H1 = 4" MATCH EXISTING OR Z = (H -H1) 12 X = Z = 24" CROSS SLOPE SOD. THERE WILL BE NO SEPARATE PAYMENT FOR SOD RESTORATION, BUT THE COST X H2 = H + 6" 0.5% MINIMUM PEDESTRIAN SIGNAL H2 = H1+ 12 2.O% MAXIMUM FOR THIS WORK SHALL BE INCLUDED IN THE VARIOUS PAY ITEMS IN THE PROPOSAL. 4' MINIMUM LANDING AREA 2% MAX. CROSS SLOPE 1.5" TO 2.5" CLEAN UTILITY POLE 1:12 MAXIMUM SLOPE TO STREET STONE FILTER BERMS 9. ALL FILL SHALL BE PLACED IN 12 INCH LAYERS AND THOROUGHLY COMPACTED TO THE DWS PAVERS (DETECTIBLE WARNING SURFACE) MAXIMUM SLOPE 1:12 NO STONE OR FILTERS SHALL BE PLACED OVER INLET OPENING SIGN 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. PLANVIEW: INLET PROTECTION, STONE FILTER BERMS H N.T.S. MAXIMUM SLOPE 1:12 H1 TREE 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PRESERVATION OF UNDERGROUND AND SURFACE UTILITIES AND STRUCTURES AT OR ADJACENT TO THE Z W H1 Y SITE OF CONSTRUCTION AND IT SHALL BE AT HIS OWN EXPENSE TO REPAIR OR H2 4' MINIMUM EXISTING CURB REPLACE ANYTHING THAT HE DAMAGES. CONTRACTOR SHALL BE RESPONSIBLE FOR W CURB X PROPOSED CURB UTILITY MARKOUT. PROPOSED 4" THICK, CONCRETE SIDEWALK CONTRACTOR TO 3500 P.S.I. AFTER 28 DAYS RESTORE DISTURBED AREA 11. A BASELINE HAS BEEN PROVIDED ON THE PLANS AND ESTABLISHED IN THE FIELD. IT LINE OF STREET TO PRECONSTRUCTION CONDITIONS. CENTER LINE GUTTER SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE THE CONSTRUCTION LINE IN CONCRETE CORNER 10' RADIUS PROPERTY LINE ACCORDANCE WITH THE BASELINE AND CONSTRUCTION LINE AS SHOWN ON THE PLAN. DETAIL "AR2" 12. SEPARATE PAYMENT WILL NOT BE MADE FOR PAVEMENT EXCAVATION & REMOVAL, BUT HANDICAP ACCESSIBLE SIDEWALK CORNER DETAIL EXISTING CONCRETE THE COST OF THIS WORK SHALL BE INCLUDED IN THE PAYMENT FOR THE VARIOUS ITEMS OF WORK LISTED IN THE PROPOSAL.

PROPOSED CONCRETE SIDEWALK 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. EXISTING SLATE 6" THICK, CONCRETE FLOW LINE AT GUTTER RAMP AND CURB, MONOLITHIC POUR 14. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL EXCESS MATERIAL FROM 1 1:12 SLOPE MAXIMUM, HAND BROOM FINISH MAXIMUM LIP 2" THE JOB SITE. EXISTING GRASS EXISTING PAVEMENT 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION LAYOUT OF THE EXISTING BRICK PROJECT.

16. SEPARATE PAYMENT WILL NOT BE MADE FOR THE REMOVAL OF EXISTING CONCRETE CURB, SIDEWALKS, DRIVEWAYS, OR OTHER MISCELLANEOUS IMPROVEMENTS. THE EXISTING DRIVEWAY COST OF THIS WORK SHALL BE INCLUDED UNDER THE VARIOUS PAY ITEMS IN THE PROPOSAL. DEPRESSED CURB 8" X 18" DETAIL "F" 17. CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER IMMEDIATELY, PROPOSED CONCRETE DRIVEWAY HANDICAP ACCESSIBLE SIDEWALK CORNER DETAIL 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.

NOTE: 19. CONTRACTOR SHALL COORDINATE ALL UTILITY RELOCATION'S AS REQUIRED WITH THE NOTE: TRAFFIC SIGNAL INSTALL 1/2" WIDE TRAVERSE JOINTS IN CURB EVERY 20'-0". FILL JOINT WITH PREFORMED BITUMINOUS INSTALL 1/2" WIDE TRAVERSE JOINTS IN CURB EVERY 20'-0". FILL JOINT WITH PREFORMED BITUMINOUS IMPREGNATED FIBER JOINT FILLER WHICH COMPLIES WITH REQUIREMENTS FOR TYPE 3 FILLER IN AASHO SPEC IMPREGNATED FIBER JOINT FILLER WHICH COMPLIES WITH REQUIREMENTS FOR TYPE 3 FILLER IN AASHO SPEC APPLICABLE UTILITY COMPANIES. M-153. RECESS JOINT 1/4" IN FROM FRONT FACE AND TOP OF CURB. M-153. RECESS JOINT 1/4" IN FROM FRONT FACE AND TOP OF CURB.

PROPOSED 8" THICK GUTTER 20. PAVING FOR THIS PROJECT WILL BE DONE IN TWO (2) SEPARATE LIFTS. THE CLASS "B" CONCRETE 4000 P.S.I. @ 28 DAYS R 1 6" MINIMUM SLOPE 0.5% 2 " 1 " 1 CONTRACTOR SHALL USE STABILIZED BITUMINOUS BASE COURSE, MIX 19M64 AS A BASE " MAXIMUM SLOPE 3.3% 0.00 CLASS "B", 4000 PSI R12 SAWCUT R1 2 EXISTING GRADE COLORIZED CONCRETE R 1 6" 24" MAXIMUM FROM CURBLINE 2 " CLASS "B", 4000 PSI COURSE. THE FINAL PAVING WILL BE DONE WITH A LIFT OF BITUMINOUS CONCRETE SAWCUT ASPHALT WIDTH OF GUTTER +2" EXISTING ASPHALT COLORIZED CONCRETE

6" ROADWAY PROPOSED GRADE SURFACE COURSE, MIX12.5M64 WITH A NOMINAL THICKNESS OF 2" TO REACH FINAL EXISTING ASPHALT 0.00 ROADWAY GRADES. 6" FLOW PROPOSED CONCRETE GUTTER 1'-6" 1'-6"

21. THERE WILL BE NO SEPARATE PAYMENT FOR THE ELEVATIONAL ADJUSTMENTS OF 2" HOT MIX ASPHALT MIX 12.5M64 2" HOT MIX ASPHALT REMOVE EXISTING CONCRETE SURFACE COURSE MIX 12.5M64 WATER VALVE BOXES AND METERS, SANITARY CLEAN OUTS, SPRINKLER HEADS, GAS OR BRICK GUTTER. SURFACE COURSE ABBREVIATIONS 8" 4" HOT MIX ASPHALT 4" HOT MIX ASPHALT GUTTER MAY BE BURIED BENEATH MIX 19M64 VALVES, OR ANY OTHER STRUCTURES ENCOUNTERED THAT ARE ASSOCIATED WITH MIX 19M64 BITUMINOUS CONCRETE OVERLAY 8" 1'-6" BASE COURSE BASE COURSE AVE. AVENUE THE INSTALLATION OF CONCRETE CURB, DRIVEWAYS, AND SIDEWALK. THE COST FOR DGA BACKFILL AS REQUIRED BY ENGINEER, DGA BACKFILL BC BOTTOM OF CURB THIS WORK SHALL BE INCLUDED IN THE VARIOUS ITEMS IN THE PROPOSAL. MINIMUM 6" THICK AS REQUIRED BY ENGINEER, DETAIL "B-A" DETAIL "B-C" MINIMUM 6" THICK BL BASELINE CONCRETE CURB AND ASPHALT GUTTER DETAIL CONCRETE CURB & CONCRETE GUTTER DETAIL BM BENCHMARK N.T.S. 22. WHEN INSTALLING CONCRETE SIDEWALK BEHIND THE CURB THE CONTRACTOR N.T.S. IMPROVEMENTS TO VARIOUS BOARDWALK STREET END RAMPS - BT BELL TELEPHONE SHALL SAW CUT THE EXISTING CONCRETE SIDEWALK IN LINE WITH THE LANDSCAPE BLOCKS\DETAILS\SIDEWALK RESIDENTIAL\Detail_BA_Concrete_Curb_And_Asphalt_Gutter.dwg BLOCKS\DETAILS\SIDEWALK RESIDENTIAL\Detail_BC_Concrete_Curb_And_Concrete_Gutter.dwg CENTRAL BIT BITUMINOUS STRIP WHEN NO JOINTS EXIST. BSBC BITUMINOUS STABILIZED BASE COURSE CITY CONTRACT 20-17 C CENTERLINE L 23. ALL ELEVATIONS SHOWN ARE BASED UPON NGVD 1988 OR AS NOTED. C CUT UTILITY COMPANIES EMERGENCY CONTACT INFORMATION CIP CAST IRON PIPE ATLANTIC CITIY ELECTRIC 24. ENGINEER MAY REVISE PIPE INVERTS AND LOCATIONS DURING CONSTRUCTION TO DETAILS CMP CORRUGATED METAL PIPE 420 ROUTE 9 NORTH AVOID OR LIMIT UTILITY CONFLICTS. CONTRACTORS RESPONSIBILITY TO VERIFY ELECTRIC D DEPRESSED CAPE MAY COURT HOUSE, NJ 08210 - 1952 DATE: 29 JAN 2020 DRAWN BY: JSE CHECKED BY: SCALE: AS SHOWN DW DRIVEWAY INVERTS WITH TEST PITS, PRIOR TO ORDERING PRECAST JUNCTION BOXES, INLETS OR 800-833-7476 REV DATE: REVISIONS: EL. ELEVATION MANHOLES. SOUTH JERSEY GAS COMPANY ELEC. ELECTRIC GAS #1 SOUTH JERSEY PLAZA, NJ RT. 54 REV DATE: REVISIONS: EX EXISTING 25. RESETTING OF BELL TELEPHONE MANHOLE CASTINGS IF REQUIRED, SHALL BE FOLSOM, NJ 08037 REV DATE: REVISIONS: FT FEET PERFORMED BY THE TELEPHONE COMPANY. CONTRACTOR IS RESPONSIBLE AND 800-582-7060 FH FIRE HYDRANT SHALL COORDINATE WITH UTILITY TO INSURE THIS WORK IS COMPLETED. NO PAY ITEM VERIZON FIRE ROAD G GAS EXISTS IN THIS CONTRACT FOR RESETTING OF THESE SPECIALIZED TELEPHONE TELEPHONE GV GAS VALVE PLEASANTVILLE, NJ 08232 DEPARTMENT OF COMMUNITY OPERATIONS MANHOLE CASTINGS. 877-832-7221 HDPE HIGH DENSITY POLYETHYLENE PIPE COMCAST OFFICE OF ENGINEERING HYD HYDRANT 901 WEST LEEDS ROAD JB JUNCTION BOX CABLE ABSECON, NJ 08201 CITY OF OCEAN CITY , CAPE MAY COUNTY, NEW JERSEY MH. MANHOLE 800-391-3000 N.J. NEW JERSEY NEW JERSEY - AMERICAN WATER CO. GEORGE J. SAVASTANO II, PROFESSIONAL ENGINEER PK NAIL IN PAVEMENT WATER & SEWER 3215 FIRE ROAD TC TOP OF CURB EGG HARBOR TOWNSHIP, NJ 08234 - 5857 TDC TOP OF DEPRESSED CURB 800-272-1325 2/5 WM WATER METER WV WATER VALVE NJ LICENSE NO. 38516 NOTE: FASTENER SHALL BE OF 302 SERIES STAINLESS STEEL, PASSIVATED AND WAXED WITH CASTROL SAFETY FILM NO.639, DILUTED 50% WITH WATER. FOUR SELF- LOCKING RAMP SERRATIOINS AT 90° INCREMENETS NOTE: ON UNDERSIDE OF HEAD PER DETAIL BELOW: RAILING TO BE WELDED ALUMINUM SCHEDULE 40, 1-1/2" DIAMETER PIPE ALLOY 6063-T6 .015 - .025 HIGH FIELD CUT AND CAP AT OPENINGS, AS REQUIRED. ALUMINUM RIBBED TUBE EASED EDGE ALL WELDS TO BE GROUND SMOOTH.

TOP OF RAIL 1 NO. 18 - 8 SINGLE LEAD ROLLED THREADS ALL RAIL TO HAVE MILL FINISH. 1-4"Ø (SCHEDULE 40) ALUMINUM PIPE RAIL TO BE FLANGE MOUNTED. THREAD CUTTING NO. 4 SQUARE SLOTTED PINCH POINT EACH POST SHALL EXTEND THROUGH FLANGE AND BE WELDED ON TOP AND BOTTOM. RECESS PER IFI EACH FLANGE SHALL HAVE FOUR (4) 7/16" DIAMETER HOLE DRILLED AT EQUIDISTANCE AROUND FLANGE (4) 1/2" LAG SCREWS (EMBED 6" MINIMUM) 20' FIELD DRILL(1) 1/8"Ø HOLE (GREATER DISTANCES TYPICAL) IN PIPE & TUBE TO MATCH FOR CL CL CL (1) 1/8"Ø S.S. BLIND BUTTON HEAD POP RIVET 3" X 6" DECK TYPICAL EXPANSION JOINT N.T.S. 1 1 1 " 1 " 11" 1-1"Ø ALUM. PIPE 6" 2 2 2 2 1 1 1 1 6'-0" 4- "Ø CAST ALUM. TOLERANCES, UNLESS SPECIFIED OTHERWISE 6'-6 " 6'-6 " 2 2 (SCH. 40) DECIMALS ±.005 FRACTIOINS ±1/64 ANGLES ±2°. 2 2 FLOOR FLANGE 1 (SHOP WELD TO ALTERNATE INSTALLATION 12" 7 4-1/2" STAINLESS STEEL SCREW BOTTOM OF POST) (4) 16"Ø (WHEN WARRANTED) (R.M.R. #50) TYPICAL 3"x10" BLOCKING SELF-TAPPING, SELF COUNTER-SINKING 1'-7" (AS REQUIRED) 1-1/2"Ø (SCHEDULE 40) FOR FLANGE MOUNTING NOT TO SCALE ALUMINUM PIPE 3'-6" 11" (TYPICAL) SCREWS. 2

GRIND FLUSH NOTE: SOLID BLOCKING FASTENER SHALL BE OF 302 SERIES STAINLESS STEEL, 1'-8" SECTION OF RAIL AND CAST FLANGE BENEATH ALL PASSIVATED AND WAXED WITH CASTROL 3"X10" JOIST GUARDRAIL POSTS SAFETY FILM NO.639, DILUTED 50% WITH WATER. C OF RAIL FOUR SELF- LOCKING RAMP SERRATIOINS AT 90° INCREMENETS (TYPICAL) ON UNDERSIDE OF HEAD PER DETAIL BELOW:

7 .015 - .025 HIGH 16"Ø TOP VIEW (TYPICAL) CAST ALUMINUM EASED EDGE 4 EA. FLANGE NO. 18 - 8 SINGLE LEAD ROLLED THREADS

THREAD CUTTING 6'-8" 6'-8" C OF RAIL NO. 4 SQUARE SLOTTED PINCH POINT L L RECESS PER IFI 1/4"Ø WELDING GAS & ANODIZING CAUSTIC RELIEF HOLE IN BOTTOM OF RAIL (OCCURS AT INTERMEDIATE RAILS ONLY) 45° CAP 45° 1 CONTINUOUS WELD 1-2"Ø SCH.40 TYPICAL ALUMINUM RAILING SECTION 3/8" ALUMINUM PIPE (GROUND FLUSH) LINE POST NOT TO SCALE CAST FLANGE DETAIL TYPICAL LEVEL RAIL CONNECTIONS NOT TO SCALE TOLERANCES, UNLESS SPECIFIED OTHERWISE NOT TO SCALE DECIMALS ±.005 FRACTIOINS ±1/64 ANGLES ±2°. 24" x 5/8" HEX HEAD LAG SCREW 3-1/2" STAINLESS STEEL SCREW HOT DIPPED GALVANIZED 3" X 10" TYPICAL SELF-TAPPING, SELF COUNTER-SINKING NOT TO SCALE (PREDRILL CAP PRIOR TO INSTALLING DRIFT PINS) 1 (4) 2" DIAMETER CARRIAGE BOLTS LENGTH AS REQUIRED W/ WASHERS AND NUTS HOT DIP GALVANIZED (SUPPLIED BY CONTRACTOR)

9 1/2" ALUMINUM RAILING (SUPPLIED BY CITY) 1' 2 1/2" 2 1/2"

5" 4 1/2", STAINLESS STEEL SCREW

1/4" SPACE BETWEEN DECK BOARDS (MAXIMUM) (SUPPLIED BY CITY)

OVERLAP SPLICE DETAIL JOIST CONNECTIONS" 3" X 6" DECK NOTCH PILE 3" MINIMUM 3"X10"X 48" TAIL NOT TO SCALE 5" MAXIMUM 3" X 6" 2" X 10" SPLICE BLOCK TYPICAL (4) 1/2" LAG SCREWS 3" X 10" JOIST TYPICAL DECKING 3" X 10" JOIST TYPICAL (SUPPLIED BY CITY) 1 (SUPPLIED BY CITY) (8) 2" DIAMETER CARRIAGE BOLTS W/ WASHERS AND NUTS HOT DIP GALVANIZED

3 4" X 14" MACHINE BOLT WITH TIE DOWN STRAP ONE EACH JOIST FLAT WASHER AND OGEE WASHER 2 1/2", 3/8"HEX HEADS 10" AND WASHERS ALL HOT DIP GALVANIZED 3 1/2", 3/8"HEX HEAD CAP AND WASHER 3x10 PILE CAP 2" X 10" TYPICAL 1' 3 1/2", 3/8"HEX HEAD JOIST 2' 3" X 10" TYPICAL 1 1 AND WASHER 2 1/2", 3/8"HEX HEADS 2-2" 1-2" 3 1/2", 3/8"HEX HEAD JOIST AND WASHER AND WASHERS 10" BUTT PILE 4" PLASTIC SHIM 3 1/2", 3/8"HEX HEAD (MAXIMUM 3/4") (TYP) (SUPPLIED BY CONTRACTOR) (SUPPLIED BY CITY) PROVIDED BY CITY 3 1/2", 3/8"HEX HEAD AND WASHER AND WASHER (SUPPLIED BY CONTRACTOR) CAP TIE DOWN STRAP AT NOTE EACH CAP/PILING 3 1/2", 3/8"HEX HEAD (SUPPLIED BY CONTRACTOR) INTERSECTION PILE ALL CONNECTORS SHALL END SPLICE DETAIL FOR JOIST CONNECTIONS BE HOT DIP GALVANIZED AND WASHER ADA RAMP PILING CONNECTION DETAIL 3 1/2", 3/8"HEX HEAD 2" X 10" X 24" SPLICE BLOCK ON 3" X 10" JOIST 3 1/2", 3/8"HEX HEAD (SUPPLIED BY CONTRACTOR) AND WASHER NOT TO SCALE AND WASHER NOT TO SCALE (SUPPLIED BY CONTRACTOR)

TIE DOWN STRAP AT 35' BOARDWALK (8) 1/2" CARRIAGE BOLTS LENGTH AS REQUIRED EACH CAP/PILING PILING W/ WASHER AND NUTS HOT DIPPED GALVANIZED INTERSECTION (SUPPLIED BY CONTRACTOR) CONNECTION PATTERN TO FOLLOW DETAIL 9B TIE DOWN STRAP CONNECTION DETAIL (SUPPLIED BY CONTRACTOR)

3" x 6" 3" x 6" NOT TO SCALE SUPPLY DETAIL DECK DECK NOT TO SCALE

90 °TWIST 3" x 10" 3" x 10" JOIST JOIST 24" x 5/8" HEX HEAD LAG SCREW HOT DIPPED GALVANIZED IMPROVEMENTS TO VARIOUS BOARDWALK STREET END RAMPS - (PREDRILL CAP PRIOR TO INSTALLING DRIFT PINS) (SUPPLIED BY CONTRACTOR) CENTRAL 2" x 10" SECTION CITY CONTRACT 20-17 CONNECTOR JOIST CAP CAP PILE CAP (8"x12") SEE TIE DOWN STRAP DETAIL DETAILS DATE: 29 JAN 2020 DRAWN BY: JSE CHECKED BY: SCALE: AS SHOWN PILE REV DATE: REVISIONS: NOTE PLASTIC SHIM REV DATE: REVISIONS:

(MAXIMUM 3/4") REV DATE: REVISIONS: · TIE DOWN STRAP (TYP) SUPPLIED BY CONTRACTOR PILE · TIE DOWN STRAP DEPARTMENT OF COMMUNITY OPERATIONS SHALL BE HOT DIP OFFICE OF ENGINEERING GALVANIZED CITY OF OCEAN CITY , CAPE MAY COUNTY, NEW JERSEY PILE CAP CONNECTION DETAIL GEORGE J. SAVASTANO II, PROFESSIONAL ENGINEER TIE DOWN STRAP DETAIL DETAIL OF SECTION CONNECTION AT JOISTS NOT TO SCALE 3/5 Tie Down StrapNOT TO SCALE NOT TO SCALE NJ LICENSE NO. 38516 BASE BID CONSTRUCT: 41' 10" X 18' SECTION OF BOARDWALK AT 9TH STREET STREET END BETWEEN EXISTING BOARDWALK RAMPS Qty Item Qty Item IMPROVEMENTS TO VARIOUS BOARDWALK STREET END RAMPS - 18 35' LONG 12" BUTT PILES 1 36 2" DIAMETER CARRIAGE BOLTS LENGTH AS CENTRAL 5 24 24" X 8 HEX HEAD LAG SCREW DRIFT PIN EACH PILING REQUIRED W/ WASHERS AND NUTS,HOT DIP GALVANIZED CITY CONTRACT 20-17 9 8" X 12" X (18' 6" PILE CAP) 12 3" X 10" X 12' JOIST (TYP) 36 LF ALUMINUM RAIL 6 2" X 10" x 12' SECTION CONNECTOR 4 RAIL POSTS 2 2" X 10" X 2' END SPLICE PLATE 4 CAST FLANGE IMPROVEMENTS TO 9TH STREET BOARDWALK STREET END RAMP 6 2" X 3" X 12" ON EDGE DIVIDER STRIP 1 DATE: DRAWN BY: CHECKED BY: SCALE: 16 2 " LAG SCREWS JAN 29, 2020 JSE 1"=10' 144 3" X 6" DECKING (12' PLANK) 18 LF FASCIA BOARD (3" X 10") REV DATE: REVISIONS: 1,584 SCREWS (4 1") 18 LF BLOCKING (3" X 10") 2 REV DATE: REVISIONS:

24 TIE-DOWN STRAPS REV DATE: REVISIONS: 1 3 48 2 2 " 8" HEX HEAD AND WASHER 1 3 72 3 2 ", 8" HEX HEAD AND WASHER DEPARTMENT OF COMMUNITY OPERATIONS OFFICE OF ENGINEERING THE ABOVE LISTED QUANTITIES ARE FOR GENERAL INFORMATION ONLY. PROJECT WILL BE CONSIDERED A LUMP SUM BID CITY OF OCEAN CITY , CAPE MAY COUNTY, NEW JERSEY COMPLETE TO THE LIMITS SHOWN IN THESE PLANS AND OUTLINED IN THE TECHNICAL SPECIFICATIONS. GEORGE J. SAVASTANO II, PROFESSIONAL ENGINEER COST OF ALL LABOR, EQUIPMENT, MATERIALS, OVERHEAD,PROFIT AND ALL ELSE NECESSARY FOR THE COMPLETION OF THE 4/5 PROJECT SHALL BE INCLUDED IN LUMP SUM PRICE. NJ LICENSE NO. 38516 ALTERNATE BID "A" CONSTRUCT: 37' X 18' SECTION OF BOARDWALK AT 10TH STREET STREET END BETWEEN EXISTING BOARDWALK RAMPS

18 35' LONG 12" BUTT PILES 5 24 24" X 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 1,584 SCREWS (4 2")

24 TIE-DOWN STRAPS 1 3 48 2 2 " 8" HEX HEAD AND WASHER 1 3 72 3 2 ", 8" HEX HEAD AND WASHER

1 36 2" DIAMETER CARRIAGE BOLTS LENGTH AS REQUIRED W/ WASHERS AND NUTS,HOT DIP GALVANIZED

36 LF ALUMINUM RAIL 4 RAIL POSTS 4 CAST FLANGE 1 16 2 " LAG SCREWS 18 LF FASCIA BOARD (3" X 10") 18 LF BLOCKING (3" X 10")

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

18 35' LONG 12" BUTT PILES 5 24 24" X 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 10TH STREET 6 2" X 3" X 12" ON EDGE DIVIDER STRIP 144 3" X 6" DECKING (12' PLANK) 1 1,584 SCREWS (4 2")

24 TIE-DOWN STRAPS 1 3 48 2 2 " 8" HEX HEAD AND WASHER 1 3 72 3 2 ", 8" HEX HEAD AND WASHER

1 36 2" DIAMETER CARRIAGE BOLTS LENGTH AS REQUIRED W/ WASHERS AND NUTS,HOT DIP GALVANIZED

36 LF ALUMINUM RAIL 4 RAIL POSTS 4 CAST FLANGE 1 16 2 " LAG SCREWS 18 LF FASCIA BOARD (3" X 10") 18 LF BLOCKING (3" X 10")

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

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

DATE: JAN 29, 2020 DRAWN BY: JSE CHECKED BY: SCALE: AS SHOWN REV DATE: FEB 4, 2020 REVISIONS: CLARIFICATION REV DATE: REVISIONS:

REV DATE: REVISIONS:

DEPARTMENT OF COMMUNITY OPERATIONS OFFICE OF ENGINEERING CITY OF OCEAN CITY , CAPE MAY COUNTY, NEW JERSEY GEORGE J. SAVASTANO II, PROFESSIONAL ENGINEER 5/5 11TH STREET NJ LICENSE NO. 38516