5052928 - Tennessee Avenue Plan Set.pdf

PDF 11 MB Posted Jul 3, 2025

Attached to: 25-46 LA-2023 LAIF Atlantic City Tennessee Avenue Improvement Project 01
Solicitation number: 25-46
Issued by: Atlantic County, New Jersey

About this file

Written by GovTribe AI · Jul 3, 2025

The file is a comprehensive engineering plan set for the Tennessee Avenue Roadway Improvements project for the City of Atlantic City, Atlantic County, New Jersey, prepared by Adams, Rehmann & Heggan Associates, Inc. in January 2025. The project involves roadway reconstruction along Tennessee Avenue, spanning approximately 1,400 linear feet, and includes milling existing pavement, installing new hot mix asphalt surface course, replacing concrete sidewalks and driveways, resetting granite block curbs, installing concrete gutters, upgrading curb ramps to meet ADA requirements, and implementing new traffic striping and markings.

The project quantities include 4,394 square yards of milling, 743 tons of hot mix asphalt surface course, 2,340 square yards of concrete sidewalk, 427 square yards of concrete driveways, 1,910 linear feet of granite block curb, 2,910 linear feet of concrete gutter, and 10 detectable warning surfaces. The plan set provides detailed construction plans, traffic control strategies, detour routes, and specific construction details including sidewalk, curb, and drainage specifications. The project will require full roadway closure during paving, with contractors responsible for maintaining emergency and property access, coordinating with local authorities, and following New Jersey Department of Transportation standard specifications and construction details from the 2019 edition.

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PREPARED FOR:

CITY OF ATLANTIC CITY

1301 BACHARACH BOULEVARD

ATLANTIC CITY, NJ 08401

TENNESSEE AVENUE ROADWAY

IMPROVEMENTS

CITY OF ATLANTIC CITY ~ ATLANTIC COUNTY ~ NEW JERSEY

JANUARY 2025

LENGTH OF PROJECT: +/- 1,400 L.F.

SERVICE UTILITY OWNERS PHONE

ELECTRIC ATLANTIC CITY ELECTRIC 609-645-4896

2542 FIRE ROAD EGG HARBOR

EGG HARBOR TOWNSHIP, NJ 08234

CABLE TELEVISION COMCAST CABLE 844-386-6796

901 WEST LEEDS AVENUE

ABSECON, NJ 08201

TELEPHONE VERIZON COMPANY STORE 609-677-8801

6042 BLACK HORSE PIKE

EGG HARBOR TOWNSHIP, NJ, 08234

GAS SOUTH JERSEY GAS 1-888-766-9900

1 SOUTH JERSEY PLAZA

FOLSOM, NJ 08037

WATER ATLANTIC CITY MUA 609-345-3315

401 NORTH VIRGINA AVENUE

ATLANTIC CITY, NJ 08404

SANITARY SEWER ATLANTIC CITY SEWERAGE COMPANY 609-345-0131

1200 ATLANTIC AVENUE

P.O. BOX 1830

ATLANTIC CITY, NJ 08404

ONE CALL SYSTEM GARDEN STATE UNDERGROUND 1-800-272-1000

PLANT LOCATION SERVICE

SCOTCH PLAINS, NJ 07076

LOCATION OF UTILITIES SHOWN ON THE PLANS ARE TO BE PLOTTED FROM AVAILABLE

DATA ON FILE WITH THE UTILITY COMPANIES AND ARE NOT WARRANTED AS TO

EXACTNESS. CONTRACTOR IS TO DETERMINE EXACT LOCATION AND DEPTH OF

UTILITIES AT ALL CROSSING PRIOR TO CONSTRUCTION IN ACCORDANCE WITH THE

REQUIREMENTS OF THE CONTRACT DOCUMENTS.

SOURCE: USGS.GOV

PREPARED BY

certificate of authorization NJ no. 24GA27973300, DE no. 2167

ADAMS, REHMANN & HEGGAN

ASSOCIATES, INC.

215 BELLEVUE AVENUE

PO BOX 579

HAMMONTON, NJ 08037-2019

TEL (609) 561-0482

FAX (609) 567-8909

CALL BEFORE YOU DIG

1-800-272-1000

TO LOCATE UNDERGROUND UTILITIES

IF YOU'RE GOING TO DIG, BLAST OR DRILL

THREE (3) WORKING DAYS NOTICE

REMEMBER

IT'S THE LAW!

Dig Safely.

CV-1

TENNESSEE AVENUE

PROJECT

LIMITS

LOCATION MAP

1" = 500'

COUNCIL MEMBERS

NAME PHONE

MAYOR MARTY SMALL SR. 609-347-5400

COUNCIL PRESIDENT & 1ST WARD

COUNCILMAN AARON RANDOLPH 609-347-5232

2ND WARD COUNCILWOMAN LATOYA DUNSTON N/A

COUNCIL VICE PRESIDENT & 3RD WARD

COUNCILMAN KALEEM SHABAZZ 609-347-5230

4TH WARD COUNCILMAN GEORGE ‘ANIMAL’ CROUCH N/A

5TH WARD COUNCILMAN MUHAMMAD HUQ N/A

6TH WARD COUNCILMAN JESSE O. KURTZ 609-957-0437

COUNCILMAN-AT-LARGE GEORGE TIBBITT 609-347-5241

COUNCILWOMAN-AT-LARGE STEPHANIE MARSHALL N/A

COUNCILWOMAN-AT-LARGE PATRICIA BAILEY N/A

NEW JERSEY DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION OF 2019 WITH

AMENDMENTS THERETO GOVERN

NEW JERSEY DEPARTMENT OF TRANSPORTATION STANDARD CONSTRUCTION DETAIL SHEETS (CURRENT EDITION) TO GOVERN.

RELATED UPDATES TO SAME CAN BE FOUND AT

HTTP://WWW.STATE.NJ.US/TRANSPORTATION/ENG/#SPECIFICATIONS.

THE NEW JERSEY DEPARTMENT OF TRANSPORTATION “STANDARD ROADWAY CONSTRUCTION/TRAFFIC CONTROL/BRIDGE CONSTRUCTION DETAILS BOOKLET DATED 2019 AND ELECTRICAL BUREAU STANDARD DETAILS, 2019” AND ALL BASELINE DOCUMENT

CHANGES MADE TO THESE CONSTRUCTION DETAILS, SHALL GOVERN, EXCEPT FOR THOSE DETAILS CONTAINED HEREIN. ALL WORK IS

OBLIGATED TO COMPLY WITH LATEST EDITION OF MUTCD.

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ATLANTIC

OCEAN

BOARDWALK

INDEX OF SHEETS

SHEET

NUMBER

SHEET

INDEX SHEET TITLE LATEST REVISION

DATE

ISSUED

1 CV-1 COVER 12/20/2024

2 N-1 NOTES & EDOQ 12/20/2024

3 EX-1 EXISTING CONDITIONS & DEMOLITION PLAN 12/20/2024

4 EX-2 EXISTING CONDITIONS & DEMOLITION PLAN 12/20/2024

5 C-1 CONSTRUCTION PLAN 12/20/2024

6 C-2 CONSTRUCTION PLAN 12/20/2024

7 C-3 CONSTRUCTION PLAN 12/20/2024

8 TC-1 TRAFFIC CONTROL PLAN 12/20/2024

9 TC-2 DETOUR PLAN 12/20/2024

10 DT-1 CONSTRUCTION DETAILS 12/20/2024

11 DT-2 CONSTRUCTION DETAILS 12/20/2024

PACIFIC AVENUE

AutoCAD SHX Text

ASSOCIATES

AutoCAD SHX Text IF THIS PLAN OR DOCUMENT DOES NOT CONTAIN A RAISED SEAL IMPRESSION, BEARING THE NAME AND REGISTRATION NUMBER OF THE ABOVE SIGNED PROFESSIONAL, IT MAY NOT BE AN AUTHORIZED COPY OF THE ORIGINAL DOCUMENT AND MAY HAVE BEEN ALTERED.

AutoCAD SHX Text ADAMS, REHMANN & HEGGAN, ASSOCIATES, INC. - ALL RIGHTS RESERVED THE COPY OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR USE OTHER THAN THE SPECIFIC PURPOSE INTENDED, WITHOUT THE EXPRESSED WRITTEN PERMISSION OF ADAMS, REHMANN & HEGGAN, ASSOCIATES, INC., IS STRICTLY PROHIBITED.

AutoCAD SHX Text

ASSOCIATES

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STANDARD LEGEND

ESTIMATE OF QUANTITIES

WATER MAIN (SIZE)

GAS MAIN (SIZE)

TELEPHONE CONDUIT

ELECTRIC CONDUIT (HIGHWAY OR UTILITY)

SANITARY SEWER*

FIBER OPTIC

CABLE TV

PAVEMENTS (CONCRETE OR BITUMINOUS)

SHOULDERS

CURBS

SLOPES (CUT & FILL)

BASE LINE

10+00B.L.

TWP., CITY, COUNTY LINES

RIGHT OF WAY LINES (ACCESS PERMITTED)

RIGHT OF WAY LINES (NO ACCESS)

PROP. R.O.W. & NO ACCESS LINE

EASEMENTS

PROPERTY LINE

FENCE (SIZE & TYPE)

RESET FENCE

SILT FENCE

TREE LINE

PROPOSED

LINEAR FEATURES

SAN SAN

STORM SEWER*

SAN SAN

OVERHEAD WIRE

*PIPE SIZES TO BE DRAWN AT OUTSIDE DIAMETER DIMENSION (EX. 8" PIPE TO BE .667 GLOBAL WIDTH)

LIMIT OF DISTURBANCE LINEL OD

PROPOSED

INLETS (LABEL TYPE)

SANITARY MANHOLE

RESET (INLETS OR MANHOLES)

RECONSTRUCTED (INLETS OR MANHOLES)

WATER GATE VALVES

RESET WATER GATE VALVES

RESET GAS GATE VALVES

GAS GATE VALVES

RESET HYDRANTS

HYDRANTS

UTILITY POLE (TYPE & NUMBER)

TEMPORARY UTILITY POLE

SIGNS

TOPOGRAPHICAL FEATURES

STORM MANHOLE

INLET PROTECTION

CLEANOUT

GUY ANCHOR

ROW MONUMENTS/MONUMENTS

TEST PIN

BORINGS (BORING NUMBER)

DECIDUOUS TREE (SIZE, KIND)

BUSH

IRON PIN

PIN & CAP

WATER SHUT OFF

MONITORING WELL

MAILBOX

CAP

AH., BK.

, B.L.

B.M.

B.T.

BIT., BITUM.

BLDG.

, C.L.

C.I.P.

C.M.P.

CONC.

CULV.

D, DIA.

D.C.

DEP., DP

DWY

E.B., W.B., N.B., S.B.

EL., ELEV.

EXIST.

GR.

HT.

H.W.

HYD.

INV.

IP IRON PIN

INVERT

HYDRANT

HEADWALL

HEIGHT

GRATE

EXISTING

ELEVATION

EASTBOUND, WESTBOUND

DRIVEWAY

DRILL HOLE

DEPRESSED CURB

DITCH EXCAVATION

DROP CURB

DIAMETER

CULVERT

CONCRETE

CORRUGATED METAL PIPE

CAST IRON PIPE

CENTERLINE

BUILDING

BITUMINOUS

BELL TELEPHONE

BENCH MARK

BASELINE

AHEAD, BACK

NORTHBOUND, SOUTHBOUND

POINT OF REVERSE CURVE

JUNCTION BOX

LEFT, RIGHT

LIMIT OF PAVEMENT (PAVING)

LIMIT OF MILLING

MAILBOX

MILE POST

MAXIMUM

MINIMUM

NUMBER

NOT TO SCALE

PAVEMENT

PERFORATED

PROFILE GRADE LINE

PROPERTY LINE, PROFILE LINE

PARKER KAYLON MASONRY NAIL

POINT ON CURVE

POINT ON LINE

POINT ON TANGENT

PROPOSED

POINT OF TANGENCY

POLYVINYL CHLORIDE PIPE,

POINT OF VERTICAL CURVATURE

POINT OF VERTICAL INTERSECTION

POINT OF VERTICAL TANGENCY, PAVEMENT

RADIUSR

PVT, P.V.T.

PVI, P.V.I.

PVC, P.V.C.

PT, P.T.

PROP.

POT, P.O.T.

POL, P.O.L.

POC, P.O.C.

, P.L.

P.G.L.

PERF.

PAV'T.

N.T.S.

NO.

MIN.

MAX.

M.P.

M.B.

L.O.M.

L.O.P.

LT., RT.

J.B.

PRC, P.R.C.

THK., TH.

, S.L.

S.O.D.

STY.

TBA

TBR

TEL.

TEMP.

TYP.

U.D.

UP, U.P.

W.C.V.C.

X-SECT

RCP, R.C.P.

RMC, R.M.C.

RNMC, R.N.M.C.

ROW, R.O.W.

R.R.

RTE, RT.

SAN.

SDWK., SW.

S.H.D.

SHLD.

TEMPORARY

TELEPHONE

TO BE REMOVED

TO BE ABANDONED

TANGENT

STORY

SUBBASE OUTLET DRAIN

SURVEY LINE

SHOULDER

STATE HIGHWAY DEPARTMENT

SIDEWALK

SANITARY

ROUTE

RAILROAD

RIGHT OF WAY

RIGID NON-METALLIC CONDUIT

RIGID METALLIC CONDUIT

REINFORCED CONCRETE PIPE

CROSS SECTION

WATER METER

WHITE CONCRETE VERTICAL CURB

VARIABLE, VARIES

UTILITY POLE

UNDERDRAIN

TYPICAL

THICK

VAR.

SAN. MH. SANITARY MANHOLE

ST. MH. STORM MANHOLE

ABBREVIATIONS USED IN THIS CONTRACT

GENERAL NOTES:

1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO START OF

CONSTRUCTION/DEMOLITION ACTIVITIES AND REPORT ANY DISCREPANCIES AND INTERFERENCES

TO THE ENGINEER AND OWNER IMMEDIATELY IN WRITING THAT WOULD IMPAIR NEW

CONSTRUCTION.

2. SURVEY CONDUCTED UNDER THE SUPERVISION OF RICHARD A. HEGGAN, P.L.S., LICENSE #27497, ON

NOVEMBER 19TH, 2024

3. SURVEY INFORMATION AND/OR TOPOGRAPHY DEPICTED ON THIS PLAN SHALL NOT BE REFERENCED

TO OR USED FOR ANY OTHER DESIGN PURPOSES WITHOUT THE WRITTEN CONSENT OF ARH

ASSOCIATES AND THE PROFESSIONAL(S) WHO ENDORSED THIS PLAN.

4. THE HORIZONTAL DATUM IS BASED ON NORTH AMERICAN DATUM OF 1983 AND THE VERTICAL DATUM

IS BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988.

5. STANDARD N.J.D.O.T. DETAILS FROM THE 2016 STANDARD ROADWAY CONSTRUCTION-TRAFFIC CONTROL-BRIDGE CONSTRUCTION DETAILS BOOKLET WHICH ARE APPLICABLE TO THIS CONTRACT BUT NOT CONTAINED HEREIN MUST BE FOLLOWED. ANY DEVIATION FROM THE SAID DETAIL MUST BE

APPROVED BY THE CITY ENGINEER.

6. THE CONTRACTOR IS RESPONSIBLE TO A COPY OF THE MOST UPDATED N.J.D.O.T. DETAILS

BOOKLET.

7. STANDARD CONSTRUCTION DETAILS SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE NEW

JERSEY DEPARTMENT OF TRANSPORTATION.

BURIED (INLETS OR MANHOLES)

ASSUMED BURIED STORM SEWER PIPING

CONSTRUCTION PLAN NOTES:

1. ALL UTILITY LOCATIONS ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR BEFORE ANY

CONSTRUCTION ACTIVITIES ARE UNDERTAKEN.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES AND NOTIFY THE NEW JERSEY ONE CALL SYSTEM (800) 272-1000 PRIOR TO COMMENCING ANY EXCAVATION ACTIVITIES.

3. CONTRACTOR TO PROVIDE POSITIVE DRAINAGE ALONG ALL GUTTERS AND DRIVEWAY APRONS.

4. RESETTING, REPLACING, PRESERVATION/PROTECTION, AND RESTORATION OF ALL EXISTING

LANDSCAPING (NOT LIMITED TO LANDSCAPED AREAS, TIMBER TIE CURBS, AND SIGNS) TO BE

INCLUDED UNDER BID ITEM 'CLEARING SITE'.

5. ALL HANDICAP CURB RAMPS AND CROSSWALKS TO MEET ADA REQUIREMENTS.

6. PAVEMENT LIMITS SHALL BE SAWCUT TO MEET EXISTING. NO ADDITIONAL PAYMENT SHALL BE MADE

FOR SAWCUTTING.

7. TRAFFIC MARKINGS AND STRIPING SHALL BE REPLACED IN KIND FOR THE PROJECT LIMITS.

8. UTILIZE EXISTING CASTINGS WHEN RESETTING.

9. PROPOSED SPOT GRADES ARE INTENDED TO DEPICT ADJUSTMENTS TO THE EXISTING CURB/GUTTER PROFILE TO MITIGATE OBSERVED PONDING ISSUES WHILE MAINTAINING THE OVERALL PROFILE OF

THE ROADWAY. CONTRACTOR SHALL VERIFY ELEVATIONS WITH THE ENGINEER PRIOR TO

CONSTRUCTION

CALL BEFORE YOU DIG

1-800-272-1000

TO LOCATE UNDERGROUND UTILITIES

IF YOU'RE GOING TO DIG, BLAST OR DRILL

THREE (3) WORKING DAYS NOTICE

REMEMBER

IT'S THE LAW!

Dig Safely.

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BASE BID PLAN SHEET QUANTITIES DISTRIBUTION:

PAY ITEM

NO. DESCRIPTION UNIT CONTRACT

QUANTITY

PLAN SHEET

TOTALS

IF AND WHERE

DIRECTED

AS-BUILT

QUANTITY C-1 C-2

1 MOBILIZATION AND SITE CLEARING

1.01 MOBILIZATION LS 1 0 0 - -

1.02 CLEARING SITE LS 1 0 0 - -

2 ROADWAY EXCAVATION

2.01 ROADWAY EXCAVATION, UNCLASSIFIED (IF & WHERE DIRECTED) CY 100 0 100 - -

3 SOIL MATERIALS

3.01 DENSE-GRADED AGGREGATE, 6" THICK (IF & WHERE DIRECTED) CY 50 0 50 - -

3.02 SELECT FILL (IF & WHERE DIRECTED) CY 50 0 50 - -

4 ROADWAY RESTORATION

4.01 MILLING, <3" THICK SY 4,394 4,344 50 3,222 1,122

5 HOT MIX ASPHALT ITEMS

5.01 HMA SURFACE COURSE MIX 12.5M76, 3" THICK TN 743 733 10 543 190

5.02 TEMPORARY ASPHALT, 2" THICK (IF & WHERE DIRECTED) TN 10 0 10 - -

6 CONCRETE ITEMS

6.01 CONCRETE SIDEWALK, 4" THICK SY 2,340 2,290 50 1,679 611

6.02 CONCRETE DRIVEWAY, 6" THICK SY 427 377 50 277 100

7 CURB AND GUTTER ITEMS

7.01 GRANITE BLOCK CURB LF 1,910 1,900 10 1,500 400

7.02 CONCRETE GUTTER LF 2,910 2,900 10 2,085 815

7.03 HEADER CURB (IF & WHERE DIRECTED) LF 10 0 10 - -

8 PUBLIC RAMP DELINEATION

8.01 DETECTABLE WARNING SURFACE UN 10 10 0 8 2

9 TRAFFIC CONTROL ITEMS

9.01 DRUM UN 10 0 10 - -

9.02 BREAKAWAY BARRICADE (IF & WHERE DIRECTED) UN 10 0 10 - -

9.03 CONSTRUCTION SIGNS SF 149 0 149 - -

9.04 VARIABLE MESSAGE BOARD (IF & WHERE DIRECTED) LS 2 0 2 - -

9.05 UNIFORMED TRAFFIC DIRECTOR-4HR MIN (IF & WHERE DIRECTED) HR 40 0 40 - -

10 TRAFFIC STRIPING

10.01 TRAFFIC STRIPING, 24" THERMOPLASTIC, WHITE LF 60 60 0 60 -

10.02 TRAFFIC STRIPING, 4" THERMOPLASTIC, WHITE LF 270 270 0 270 -

10.03 TRAFFIC SYMBOLS (IF AND WHERE DIRECTED) UN 2 0 2 - -

10.04 TRAFFIC STRIPING, 4" THERMOPLASTIC, YELLOW LF 600 600 0 320 280

10.05 TRAFFIC STRIPING, 8" THERMOPLASTIC, WHITE LF 30 30 0 30 -

10.06 TRAFFIC STRIPING, 18" THERMOPLASTIC, WHITE LF 20 20 0 20 -

11 MISCELLANEOUS

11.01 RESET MANHOLE USING EXISTING CASTING UN 10 0 10 - -

11.02 INLET PROTECTION UN 4 4 0 - 4

11.03 SILT FENCE - STANDARD (IF & WHERE DIRECTED) LF 50 0 50 - -

11.04 RESET ROADWAY SIGNS (IF & WHERE DIRECTED) UN 7 0 7 - -

11.05 RESET WATER VALVE BOX UN 15 0 15 - -

11.06 RESET GAS VALVE BOX UN 3 0 3 - -

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(F) (C)

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AutoCAD SHX Text Exist. R.O.W. & No Access Line

AutoCAD SHX Text Existing

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(50'WIDE)

(6 0'

TENNESSEE AVENUE

U E

0+00 1+00 2+00 3+00

60'

MAG NAIL

N:192046.35 E:512715.86 Z:7.90

(50'WIDE)

TENNESSEE AVENUE

4+00 5+00 6+00 7+00 8+00 9+00 10+00

MAG NAIL

N:191669.12 E:512913.92 Z:7.43

MAG NAIL

N:191272.98 E:513127.31 Z:6.52

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40'20'20' 10'

SCALE: 1" = 20'

SCALE IN FEET

CALL BEFORE YOU DIG

1-800-272-1000

TO LOCATE UNDERGROUND UTILITIES

IF YOU'RE GOING TO DIG, BLAST OR DRILL

THREE (3) WORKING DAYS NOTICE

REMEMBER

IT'S THE LAW!

Dig Safely.

EX-1

EX-2

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STA 00+00 TO 4+00

TENNESSEE AVENUE

SCALE: 1" = 20'

STA 4+00 TO 10+00

TENNESSEE AVENUE

SCALE: 1" = 20'

M A

E S

M A

E S

M A

E S

REMOVE & RESET EXISTING SIGNAGE, TYP. RESET EXISTING UTILITIES DURING

SIDEWALK REPLACEMENT

RESET EXISTING CURB DRAINS

REMOVE & RESET EXISTING SIGNAGE, TYP. RESET EXISTING UTILITIES DURING

SIDEWALK REPLACEMENT

RESET EXISTING CURB DRAINS

PROTECT EXISTING 'PAY-TO-PARK' KIOSKS, TYP.

REMOVE & RESET EXISTING EMBLEM, TYP.

CONTRACTOR TO VERIFY

GRADES IN FIELD TO ENSURE

POSITIVE DRAINAGE, SEE

PROPOSED ELEVATIONS ON

CONSTRUCTION PLANS

CONTRACTOR TO VERIFY

GRADES IN FIELD TO ENSURE

POSITIVE DRAINAGE, SEE

PROPOSED ELEVATIONS ON

CONSTRUCTION PLANS

CONSTRUCTION PLAN NOTES:

1. ALL UTILITY LOCATIONS ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR BEFORE ANY

CONSTRUCTION ACTIVITIES ARE UNDERTAKEN.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES AND NOTIFY THE NEW JERSEY ONE CALL SYSTEM (800) 272-1000 PRIOR TO COMMENCING ANY EXCAVATION ACTIVITIES.

3. CONTRACTOR TO PROVIDE POSITIVE DRAINAGE ALONG ALL GUTTERS AND DRIVEWAY APRONS.

4. RESETTING, REPLACING, PRESERVATION/PROTECTION, AND RESTORATION OF ALL EXISTING

LANDSCAPING (NOT LIMITED TO LANDSCAPED AREAS, TIMBER TIE CURBS, AND SIGNS) TO BE

INCLUDED UNDER BID ITEM 'CLEARING SITE'.

5. ALL HANDICAP CURB RAMPS AND CROSSWALKS TO MEET ADA REQUIREMENTS.

6. PAVEMENT LIMITS SHALL BE SAWCUT TO MEET EXISTING. NO ADDITIONAL PAYMENT SHALL BE MADE

FOR SAWCUTTING.

7. TRAFFIC MARKINGS AND STRIPING SHALL BE REPLACED IN KIND FOR THE PROJECT LIMITS.

8. UTILIZE EXISTING CASTINGS WHEN RESETTING.

9. PROPOSED SPOT GRADES ARE INTENDED TO DEPICT ADJUSTMENTS TO THE EXISTING CURB/GUTTER PROFILE TO MITIGATE OBSERVED PONDING ISSUES WHILE MAINTAINING THE OVERALL PROFILE OF

THE ROADWAY. CONTRACTOR SHALL VERIFY ELEVATIONS WITH THE ENGINEER PRIOR TO

CONSTRUCTION.

POTENTIAL EXISTING DRAINAGE ISSUE DETERMINED

AutoCAD SHX Text Traff Light on Conc Base

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AutoCAD SHX Text Fiber Opt Vault

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AutoCAD SHX Text Conc Curbing Planter

AutoCAD SHX Text Pavers

AutoCAD SHX Text Conc s/w

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AutoCAD SHX Text Granite Curb

AutoCAD SHX Text Conc Gutter

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AutoCAD SHX Text Traction Pad

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Traction Pad

AutoCAD SHX Text Traffic Control Boxes on Conc Pads

AutoCAD SHX Text Cast Iron Elec Vault

AutoCAD SHX Text Traffic Lt on Conc Base

AutoCAD SHX Text Conc Base for Pay Phone Parking Reg Sign

AutoCAD SHX Text Traffic Lt on Conc Base

AutoCAD SHX Text Elec Vault

AutoCAD SHX Text Fire Hydrant

AutoCAD SHX Text Conc Patch/Monitor Well

AutoCAD SHX Text Street Light on Conc Base

AutoCAD SHX Text Tile Pad

AutoCAD SHX Text Street Light on Conc Base

AutoCAD SHX Text Parking Reg Sign

AutoCAD SHX Text Water Mrkout

AutoCAD SHX Text 2-Water Valve/Gas Valve

AutoCAD SHX Text Water Valve

AutoCAD SHX Text Gas Valve

AutoCAD SHX Text Water Meter

AutoCAD SHX Text Water Valve

AutoCAD SHX Text Water Meter

AutoCAD SHX Text Stop Bar

AutoCAD SHX Text Double Yellow Line

AutoCAD SHX Text Dashed White Line

AutoCAD SHX Text Cross Walk

AutoCAD SHX Text Beer Hall 2-Sty Brick Bldg

AutoCAD SHX Text Iron Room 1-Sty Bldg

AutoCAD SHX Text Chocolate Cocktail & Desserts 1-Sty Bldg

AutoCAD SHX Text American Hair Braiding 2-Sty Bldg

AutoCAD SHX Text Chinese Restaurant Hong Kong House Pan 1-Sty Bldg

AutoCAD SHX Text 2-Sty. Stucco Bldg

AutoCAD SHX Text

LOT:1

AutoCAD SHX Text

LOT:5

AutoCAD SHX Text

LOT:6

AutoCAD SHX Text

LOT:9

AutoCAD SHX Text

LOT:10

AutoCAD SHX Text

LOT:12

AutoCAD SHX Text

LOT:24

AutoCAD SHX Text

LOT:25

AutoCAD SHX Text

LOT:26

AutoCAD SHX Text

LOT:27

AutoCAD SHX Text

LOT:28

AutoCAD SHX Text

LOT:2

AutoCAD SHX Text

LOT:1

AutoCAD SHX Text

BLOCK:148

AutoCAD SHX Text

BLOCK:143

AutoCAD SHX Text

BLOCK:54

AutoCAD SHX Text

LOT:2

AutoCAD SHX Text

LOT:3

AutoCAD SHX Text

LOT:4

AutoCAD SHX Text

LOT:13

AutoCAD SHX Text 2"Fuel Fill

AutoCAD SHX Text Conc Island

AutoCAD SHX Text 2'Dia Trash Can

AutoCAD SHX Text Cast Iron Vault

AutoCAD SHX Text ACSC Vault

AutoCAD SHX Text Cast Iron Vault

AutoCAD SHX Text ACSC Vault

AutoCAD SHX Text Cast Iron Vault

AutoCAD SHX Text Cast Iron Sewer Vault

AutoCAD SHX Text Cast Iron Vault

AutoCAD SHX Text ACSC Vault

AutoCAD SHX Text Water Vault

AutoCAD SHX Text Bollard Typ

AutoCAD SHX Text Cast Iron Vault

AutoCAD SHX Text Asphalt Parking Lot

AutoCAD SHX Text Chain Link Fnc Gate

AutoCAD SHX Text 2-Elec Vaults

AutoCAD SHX Text Elec Vault

AutoCAD SHX Text Fire Hydrant

AutoCAD SHX Text Street Light on Conc Base

AutoCAD SHX Text Conc Base for Street Light (Missing)

AutoCAD SHX Text Parking Reg Sign

AutoCAD SHX Text Parking Meter Sign

AutoCAD SHX Text Parking Reg Sign

AutoCAD SHX Text Gas Mrkout

AutoCAD SHX Text Elec Mrkout

AutoCAD SHX Text Water Mrkout

AutoCAD SHX Text Water Meter

AutoCAD SHX Text Water Valve

AutoCAD SHX Text Gas Valve

AutoCAD SHX Text Water Meter

AutoCAD SHX Text Water Valve

AutoCAD SHX Text Gas Valve

AutoCAD SHX Text Water Meter

AutoCAD SHX Text Gas Valve

AutoCAD SHX Text Water Valve

AutoCAD SHX Text 5-Sty Brick Apart Bldg

AutoCAD SHX Text 4-Sty Bldg Perfectly Innocent Bar

AutoCAD SHX Text 4-Sty Stucco Super 8 Motel

AutoCAD SHX Text Swimming Pool

AutoCAD SHX Text 4-Sty Apart Bldg

AutoCAD SHX Text 4-Sty Bldg The Leadership Studio (Grnd Fl)

AutoCAD SHX Text 2-Sty Bldg Brick Dwlg.

AutoCAD SHX Text 3-Sty Bldg Fr. Dwlg.

AutoCAD SHX Text Beer Garden

AutoCAD SHX Text Yellow Striping typ.

AutoCAD SHX Text Conc s/w

AutoCAD SHX Text

LOT:13

AutoCAD SHX Text

LOT:15

AutoCAD SHX Text

LOT:16

AutoCAD SHX Text

LOT:17

AutoCAD SHX Text

LOT:18

AutoCAD SHX Text

LOT:19

AutoCAD SHX Text

LOT:20

AutoCAD SHX Text

LOT:21

AutoCAD SHX Text

LOT:22

AutoCAD SHX Text

LOT:23

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LOT:24

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

LOT:14

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LOT:16

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

LOT:20

AutoCAD SHX Text

LOT:21

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LOT:22

AutoCAD SHX Text

LOT:23

AutoCAD SHX Text

BLOCK:53

AutoCAD SHX Text

LOT:10

AutoCAD SHX Text

BLOCK:54

(50'WIDE)

(2 0'

(6 0'

TENNESSEE AVENUE

C E

D W

10+00 11+00 12+00 13+00 14+00 14+27

MAG NAIL

N:190893.97 E:513322.96 Z:5.78

D R

G L

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\H Q

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jm ea le

40'20'20' 10'

SCALE: 1" = 20'

SCALE IN FEET

CALL BEFORE YOU DIG

1-800-272-1000

TO LOCATE UNDERGROUND UTILITIES

IF YOU'RE GOING TO DIG, BLAST OR DRILL

THREE (3) WORKING DAYS NOTICE

REMEMBER

IT'S THE LAW!

Dig Safely.

EX-2

K H

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TENNESSEE AVENUE

SCALE: 1" = 20'

M A

E S

REMOVE & RESET

EXISTING SIGNAGE, TYP.

RESET EXISTING UTILITIES

DURING SIDEWALK

REPLACEMENT

RESET EXISTING CURB DRAINS

MATCH EXISTING BRICK

PAVERS, SEE CONSTRUCTION

PLAN FOR EXTENTS

CONTRACTOR TO VERIFY

GRADES IN FIELD TO ENSURE

POSITIVE DRAINAGE, SEE

PROPOSED ELEVATIONS ON

CONSTRUCTION PLANS

CONSTRUCTION PLAN NOTES:

1. ALL UTILITY LOCATIONS ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR BEFORE ANY

CONSTRUCTION ACTIVITIES ARE UNDERTAKEN.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES AND NOTIFY THE NEW JERSEY ONE CALL SYSTEM (800) 272-1000 PRIOR TO COMMENCING ANY EXCAVATION ACTIVITIES.

3. CONTRACTOR TO PROVIDE POSITIVE DRAINAGE ALONG ALL GUTTERS AND DRIVEWAY APRONS.

4. RESETTING, REPLACING, PRESERVATION/PROTECTION, AND RESTORATION OF ALL EXISTING

LANDSCAPING (NOT LIMITED TO LANDSCAPED AREAS, TIMBER TIE CURBS, AND SIGNS) TO BE

INCLUDED UNDER BID ITEM 'CLEARING SITE'.

5. ALL HANDICAP CURB RAMPS AND CROSSWALKS TO MEET ADA REQUIREMENTS.

6. PAVEMENT LIMITS SHALL BE SAWCUT TO MEET EXISTING. NO ADDITIONAL PAYMENT SHALL BE MADE

FOR SAWCUTTING.

7. TRAFFIC MARKINGS AND STRIPING SHALL BE REPLACED IN KIND FOR THE PROJECT LIMITS.

8. UTILIZE EXISTING CASTINGS WHEN RESETTING.

9. PROPOSED SPOT GRADES ARE INTENDED TO DEPICT ADJUSTMENTS TO THE EXISTING CURB/GUTTER PROFILE TO MITIGATE OBSERVED PONDING ISSUES WHILE MAINTAINING THE OVERALL PROFILE OF

THE ROADWAY. CONTRACTOR SHALL VERIFY ELEVATIONS WITH THE ENGINEER PRIOR TO

CONSTRUCTION.

POTENTIAL EXISTING DRAINAGE ISSUE DETERMINED

AutoCAD SHX Text Conc Support Columns under Ramp typ

AutoCAD SHX Text Conc Support Columns typ

AutoCAD SHX Text Conc Found typ

AutoCAD SHX Text Conc Curb

AutoCAD SHX Text Brick Pavers

AutoCAD SHX Text 2-A Inlets Grt=4.88

AutoCAD SHX Text Sewer Vault

AutoCAD SHX Text 2'Dia Trash Can

AutoCAD SHX Text Cast Iron Vault

AutoCAD SHX Text Steel Vault

AutoCAD SHX Text Cast Iron Vault

AutoCAD SHX Text Water Vault

AutoCAD SHX Text Bollard Typ

AutoCAD SHX Text Bollard under RampTyp

AutoCAD SHX Text Sewer Vault

AutoCAD SHX Text Cast Iron Vault

AutoCAD SHX Text Wood Ramp

AutoCAD SHX Text Wood Ramp to Boardwalk

AutoCAD SHX Text Conc Ramp

AutoCAD SHX Text Conc Curb Planter

AutoCAD SHX Text Granite Curb

AutoCAD SHX Text Conc Curb Planter

AutoCAD SHX Text Parking Booth

AutoCAD SHX Text Timber Planter

AutoCAD SHX Text Elec Vault

AutoCAD SHX Text Brick Road

AutoCAD SHX Text Conc Strip

AutoCAD SHX Text Fire Hydrant

AutoCAD SHX Text Street Light on Conc Base

AutoCAD SHX Text Parking Reg Sign

AutoCAD SHX Text Stop Sign

AutoCAD SHX Text Water Meter

AutoCAD SHX Text 2-Water Valves

AutoCAD SHX Text Water Valve

AutoCAD SHX Text Gas Valve

AutoCAD SHX Text Water Valve

AutoCAD SHX Text Gas Valve

AutoCAD SHX Text State of NJ Casino Control Commission 2-Story Building

AutoCAD SHX Text Pic-A-Lilli Pub 1-Sty Bldg

AutoCAD SHX Text Yellow Striping typ.

AutoCAD SHX Text Yellow Striping

AutoCAD SHX Text Elevated Planter

AutoCAD SHX Text Street Light on Conc Base

AutoCAD SHX Text Conc s/w

AutoCAD SHX Text Yellow Striping

AutoCAD SHX Text

LOT:29

AutoCAD SHX Text

LOT:30

AutoCAD SHX Text

LOT:1

AutoCAD SHX Text

LOT:14

AutoCAD SHX Text

LOT:15

AutoCAD SHX Text

BLOCK:53

AutoCAD SHX Text

BLOCK:55

R=10'

R=10' R=10'

(50'WIDE)

(6 0'

TENNESSEE AVENUE

U E

0+00 1+00 2+00 3+00

60'

MAG NAIL

N:192046.35 E:512715.86 Z:7.90

7.02 BC

6.90 BC

6.85 BC

6.75 BC

7.14 BC

6.63 BC

7.14 BC

6.71 BC

7.41

7.13 7.01 6.94

6.86 6.82

6.87

6.71 BC

(50'WIDE)

TENNESSEE AVENUE

4+00 5+00 6+00 7+00 8+00 9+00 10+00

MAG NAIL

N:191669.12 E:512913.92 Z:7.43

MAG NAIL

N:191272.98 E:513127.31 Z:6.52

6.57 BC 6.14 BC 6.04 BC

5.86 BC

5.79 BC

5.74 BC

6.63 BC

6.52 BC

6.50 BC

6.25 BC

6.20 BC

6.10 BC 5.96 BC 5.91 BC 5.87 BC

7.36

6.74 6.68 6.25 6.15 5.97 5.89 5.85

6.79 6.68 6.66

6.42

6.37

6.27

6.14 6.09

6.05

D R

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m he rrm an n

40'20'20' 10'

SCALE: 1" = 20'

SCALE IN FEET

CALL BEFORE YOU DIG

1-800-272-1000

TO LOCATE UNDERGROUND UTILITIES

IF YOU'RE GOING TO DIG, BLAST OR DRILL

THREE (3) WORKING DAYS NOTICE

REMEMBER

IT'S THE LAW!

Dig Safely.

C-1

C-3

K H

E N

N o.

P E re vi si on s pr oj

. n o.

ch ec ke d:

dr aw n by of sc al e:

da te ce rti fic at e of a ut ho riz at io n N

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STA 00+00 TO 4+00

TENNESSEE AVENUE

SCALE: 1" = 20'

STA 4+00 TO 10+00

TENNESSEE AVENUE

SCALE: 1" = 20'

M A

E S

M A

E S

M A

E S

S H

10.01

60 LF

10.02

270 LF

10.04

170 LF

10.05

30 LF

10.06

20 LF

SEE INSET 4

SEE INSET 3

SEE INSET 2SEE INSET 1

PAY ITEM NO. TO BE CONSTRUCTED QUANTITIES (SHEET C-1) UNIT SHEET

QUANTITY

4.01 MILLING, <3" THICK SY 3,222

5.01 HMA SURFACE COURSE MIX 12.5M76, 3" THICK TN 543

6.01 CONCRETE SIDEWALK, 4" THICK SY 1,679

6.02 CONCRETE DRIVEWAY, 6" THICK SY 277

7.01 GRANITE BLOCK CURB LF 1,500

7.02 CONCRETE GUTTER LF 2,085

8.01 DETECTABLE WARNING SURFACE UN 8

10.01 TRAFFIC STRIPING, 24" THERMOPLASTIC, WHITE LF 60

10.02 TRAFFIC STRIPING, 4" THERMOPLASTIC, WHITE LF 270

10.04 TRAFFIC STRIPING, 4" THERMOPLASTIC, YELLOW LF 320

10.05 TRAFFIC STRIPING, 8" THERMOPLASTIC, WHITE LF 30

10.06 TRAFFIC STRIPING, 18" THERMOPLASTIC, WHITE LF 20

4.01

1,322 SY

5.01

223 TN

6.01

112 SY

7.01

615 LF

7.02

855 LF

8.01

8 UN

10.04

150 LF

4.01

1, 900 SY

5.01

320 TN

6.01

165 SY

7.01

885 LF

7.02

1,230 LF

LEGEND

GRANITE CURB

HMA MILLING, 3" OR LESS

HOT MIX ASPHALT 12.5M76 SURFACE COURSE,

3" THICK

CONCRETE SIDEWALK & GUTTER

RESET MANHOLE RIM, TYP.

RESET WATER VALVE, TYP.

MATCH EXISTING

CONSTRUCTION PLAN NOTES:

1. ALL UTILITY LOCATIONS ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR

BEFORE ANY CONSTRUCTION ACTIVITIES ARE UNDERTAKEN.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES AND

NOTIFY THE NEW JERSEY ONE CALL SYSTEM (800) 272-1000 PRIOR TO COMMENCING ANY

EXCAVATION ACTIVITIES.

3. CONTRACTOR TO PROVIDE POSITIVE DRAINAGE ALONG ALL GUTTERS AND DRIVEWAY

APRONS.

4. RESETTING, REPLACING, PRESERVATION/PROTECTION, AND RESTORATION OF ALL

EXISTING LANDSCAPING (NOT LIMITED TO LANDSCAPED AREAS, TIMBER TIE CURBS, AND

SIGNS) TO BE INCLUDED UNDER BID ITEM 'CLEARING SITE'.

5. ALL HANDICAP CURB RAMPS AND CROSSWALKS TO MEET ADA REQUIREMENTS.

6. PAVEMENT LIMITS SHALL BE SAWCUT TO MEET EXISTING. NO ADDITIONAL PAYMENT SHALL

BE MADE FOR SAWCUTTING.

7. TRAFFIC MARKINGS AND STRIPING SHALL BE REPLACED IN KIND FOR THE PROJECT LIMITS.

8. UTILIZE EXISTING CASTINGS WHEN RESETTING.

9. PROPOSED SPOT GRADES ARE INTENDED TO DEPICT ADJUSTMENTS TO THE EXISTING

CURB/GUTTER PROFILE TO MITIGATE OBSERVED PONDING ISSUES WHILE MAINTAINING

THE OVERALL PROFILE OF THE ROADWAY. CONTRACTOR SHALL VERIFY ELEVATIONS WITH

THE ENGINEER PRIOR TO CONSTRUCTION.

AutoCAD SHX Text Traff Light on Conc Base

AutoCAD SHX Text 2'Dia Trash Can

AutoCAD SHX Text 2-2'Dia Trash Cans

AutoCAD SHX Text Embedded Granite Plaque

AutoCAD SHX Text Fiber Opt Vault

AutoCAD SHX Text Cast Iron Vault

AutoCAD SHX Text Cast Iron Sewer Vault

AutoCAD SHX Text Fiber Opt Vault

AutoCAD SHX Text Granite Steps

AutoCAD SHX Text Fiber Opt Vault

AutoCAD SHX Text Cast Iron Vault

AutoCAD SHX Text Conc Curbing Planter

AutoCAD SHX Text Pavers

AutoCAD SHX Text Conc s/w

AutoCAD SHX Text Conc Curb

AutoCAD SHX Text Granite Curb

AutoCAD SHX Text Conc Gutter

AutoCAD SHX Text Granite Curb

AutoCAD SHX Text Conc s/w

AutoCAD SHX Text Cast Iron Vault

AutoCAD SHX Text Cast Iron Sewer Vault

AutoCAD SHX Text Cast Iron Vault

AutoCAD SHX Text Vault

AutoCAD SHX Text Traction Pad

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Traction Pad

AutoCAD SHX Text Traffic Control Boxes on Conc Pads

AutoCAD SHX Text Cast Iron Elec Vault

AutoCAD SHX Text Traffic Lt on Conc Base

AutoCAD SHX Text Conc Base for Pay Phone Parking Reg Sign

AutoCAD SHX Text Traffic Lt on Conc Base

AutoCAD SHX Text Elec Vault

AutoCAD SHX Text Fire Hydrant

AutoCAD SHX Text Conc Patch/Monitor Well

AutoCAD SHX Text Street Light on Conc Base

AutoCAD SHX Text Tile Pad

AutoCAD SHX Text Street Light on Conc Base

AutoCAD SHX Text Parking Reg Sign

AutoCAD SHX Text Water Mrkout

AutoCAD SHX Text 2-Water Valve/Gas Valve

AutoCAD SHX Text Water Valve

AutoCAD SHX Text Gas Valve

AutoCAD SHX Text Water Meter

AutoCAD SHX Text Water Valve

AutoCAD SHX Text Water Meter

AutoCAD SHX Text Stop Bar

AutoCAD SHX Text Double Yellow Line

AutoCAD SHX Text Dashed White Line

AutoCAD SHX Text Cross Walk

AutoCAD SHX Text Beer Hall 2-Sty Brick Bldg

AutoCAD SHX Text Iron Room 1-Sty Bldg

AutoCAD SHX Text Chocolate Cocktail & Desserts 1-Sty Bldg

AutoCAD SHX Text American Hair Braiding 2-Sty Bldg

AutoCAD SHX Text Chinese Restaurant Hong Kong House Pan 1-Sty Bldg

AutoCAD SHX Text 2-Sty. Stucco Bldg

AutoCAD SHX Text

LOT:1

AutoCAD SHX Text

LOT:5

AutoCAD SHX Text

LOT:6

AutoCAD SHX Text

LOT:9

AutoCAD SHX Text

LOT:10

AutoCAD SHX Text

LOT:12

AutoCAD SHX Text

LOT:24

AutoCAD SHX Text

LOT:25

AutoCAD SHX Text

LOT:26

AutoCAD SHX Text

LOT:27

AutoCAD SHX Text

LOT:28

AutoCAD SHX Text

LOT:2

AutoCAD SHX Text

LOT:1

AutoCAD SHX Text

BLOCK:148

AutoCAD SHX Text

BLOCK:143

AutoCAD SHX Text

BLOCK:54

AutoCAD SHX Text

LOT:2

AutoCAD SHX Text

LOT:3

AutoCAD SHX Text

LOT:4

AutoCAD SHX Text

LOT:13

AutoCAD SHX Text 2"Fuel Fill

AutoCAD SHX Text Conc Island

AutoCAD SHX Text 2'Dia Trash Can

AutoCAD SHX Text Cast Iron Vault

AutoCAD SHX Text ACSC Vault

AutoCAD SHX Text Cast Iron Vault

AutoCAD SHX Text ACSC Vault

AutoCAD SHX Text Cast Iron Vault

AutoCAD SHX Text Cast Iron Sewer Vault

AutoCAD SHX Text Cast Iron Vault

AutoCAD SHX Text ACSC Vault

AutoCAD SHX Text Water Vault

AutoCAD SHX Text Bollard Typ

AutoCAD SHX Text Cast Iron Vault

AutoCAD SHX Text Asphalt Parking Lot

AutoCAD SHX Text Chain Link Fnc Gate

AutoCAD SHX Text 2-Elec Vaults

AutoCAD SHX Text Elec Vault

AutoCAD SHX Text Fire Hydrant

AutoCAD SHX Text Street Light on Conc Base

AutoCAD SHX Text Conc Base for Street Light (Missing)

AutoCAD SHX Text Parking Reg Sign

AutoCAD SHX Text Parking Meter Sign

AutoCAD SHX Text Parking Reg Sign

AutoCAD SHX Text Gas Mrkout

AutoCAD SHX Text Elec Mrkout

AutoCAD SHX Text Water Mrkout

AutoCAD SHX Text Water Meter

AutoCAD SHX Text Water Valve

AutoCAD SHX Text Gas Valve

AutoCAD SHX Text Water Meter

AutoCAD SHX Text Water Valve

AutoCAD SHX Text Gas Valve

AutoCAD SHX Text Water Meter

AutoCAD SHX Text Gas Valve

AutoCAD SHX Text Water Valve

AutoCAD SHX Text 5-Sty Brick Apart Bldg

AutoCAD SHX Text 4-Sty Bldg Perfectly Innocent Bar

AutoCAD SHX Text 4-Sty Stucco Super 8 Motel

AutoCAD SHX Text Swimming Pool

AutoCAD SHX Text 4-Sty Apart Bldg

AutoCAD SHX Text 4-Sty Bldg The Leadership Studio (Grnd Fl)

AutoCAD SHX Text 2-Sty Bldg Brick Dwlg.

AutoCAD SHX Text 3-Sty Bldg Fr. Dwlg.

AutoCAD SHX Text Beer Garden

AutoCAD SHX Text Yellow Striping typ.

AutoCAD SHX Text Conc s/w

AutoCAD SHX Text

LOT:13

AutoCAD SHX Text

LOT:15

AutoCAD SHX Text

LOT:16

AutoCAD SHX Text

LOT:17

AutoCAD SHX Text

LOT:18

AutoCAD SHX Text

LOT:19

AutoCAD SHX Text

LOT:20

AutoCAD SHX Text

LOT:21

AutoCAD SHX Text

LOT:22

AutoCAD SHX Text

LOT:23

AutoCAD SHX Text

LOT:24

AutoCAD SHX Text

LOT:25

AutoCAD SHX Text

LOT:26

AutoCAD SHX Text

LOT:27

AutoCAD SHX Text

LOT:28

AutoCAD SHX Text

LOT:14

AutoCAD SHX Text

LOT:16

AutoCAD SHX Text

LOT:17

AutoCAD SHX Text

LOT:18

AutoCAD SHX Text

LOT:19

AutoCAD SHX Text

LOT:20

AutoCAD SHX Text

LOT:21

AutoCAD SHX Text

LOT:22

AutoCAD SHX Text

LOT:23

AutoCAD SHX Text

BLOCK:53

AutoCAD SHX Text

LOT:10

AutoCAD SHX Text

BLOCK:54

(50'WIDE)

(2 0'

(6 0'

TENNESSEE AVENUE

C E

D W

10+00 11+00 12+00 13+00 14+00 14+27

MAG NAIL

N:190893.97 E:513322.96 Z:5.78

5.82 BC

5.76 BC

5.60 BC

5.61 BC

5.31 BC

5.47 BC 5.44 BC 5.39 BC 5.32 BC 5.30 BC

5.27 BC

5.23 BC

5.21 BC

5.14 BC

5.12 BC

5.62 BC

5.53 BC

5.26 BC 5.13 BC

5.04 BC 4.96 BC

5.57 5.50

5.39 5.34 5.32

5.25

5.23

5.83

5.51

5.42

5.34

5.25 5.17

D R

G L

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G \P

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D U

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\E 3_

.d w g

1/ 7/

m he rrm an n

40'20'20' 10'

SCALE: 1" = 20'

SCALE IN FEET

CALL BEFORE YOU DIG

1-800-272-1000

TO LOCATE UNDERGROUND UTILITIES

IF YOU'RE GOING TO DIG, BLAST OR DRILL

THREE (3) WORKING DAYS NOTICE

REMEMBER

IT'S THE LAW!

Dig Safely.

C-2

C-3

K H

E N

N o.

P E re vi si on s pr oj

. n o.

ch ec ke d:

dr aw n by of sc al e:

da te ce rti fic at e of a ut ho riz at io n N

J no

. 2 4G

0, D

E no

. 2

S, R

S, IN

B O

O N

, N J

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-0

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-8

6 11

H O

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M H

C O

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O N

U E

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C C

Y, N J

O F

C C

C O

STA 10+00 TO 14+27

TENNESSEE AVENUE

SCALE: 1" = 20'

M A

E S

S H

PAY ITEM NO. TO BE CONSTRUCTED QUANTITIES (SHEET C-2) UNIT SHEET

QUANTITY

4.01 MILLING, <3" THICK SY 1,122

5.01 HMA SURFACE COURSE MIX 12.5M76, 3" THICK TN 190

6.01 CONCRETE SIDEWALK, 4" THICK SY 611

6.02 CONCRETE DRIVEWAY, 6" THICK SY 100

7.01 GRANITE BLOCK CURB LF 400

7.02 CONCRETE GUTTER LF 815

8.01 DETECTABLE WARNING SURFACE UN 2

10.04 TRAFFIC STRIPING, 4" THERMOPLASTIC, YELLOW LF 280

11.02 INLET PROTECTION UN 4

10.04

280 LF

11.02

4 UN

SEE INSET 5

ADDITIONAL CURBING

TO BE INSTALLED

ADDITIONAL CURBING

TO BE INSTALLED

4.01

1,122 SY

5.01

190 TN

6.01

611 SY

7.01

400 LF

7.02

815 LF

8.01

2 UN

LEGEND

GRANITE CURB

HMA MILLING, 3" OR LESS

HOT MIX ASPHALT 12.5M76 SURFACE COURSE,

3" THICK

CONCRETE SIDEWALK & GUTTER

RESET MANHOLE RIM, TYP.

CONSTRUCTION PLAN NOTES:

1. ALL UTILITY LOCATIONS ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR BEFORE ANY

CONSTRUCTION ACTIVITIES ARE UNDERTAKEN.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES AND NOTIFY THE NEW JERSEY ONE CALL SYSTEM (800) 272-1000 PRIOR TO COMMENCING ANY EXCAVATION ACTIVITIES.

3. CONTRACTOR TO PROVIDE POSITIVE DRAINAGE ALONG ALL GUTTERS AND DRIVEWAY APRONS.

4. RESETTING, REPLACING, PRESERVATION/PROTECTION, AND RESTORATION OF ALL EXISTING

LANDSCAPING (NOT LIMITED TO LANDSCAPED AREAS, TIMBER TIE CURBS, AND SIGNS) TO BE

INCLUDED UNDER BID ITEM 'CLEARING SITE'.

5. ALL HANDICAP CURB RAMPS AND CROSSWALKS TO MEET ADA REQUIREMENTS.

6. PAVEMENT LIMITS SHALL BE SAWCUT TO MEET EXISTING. NO ADDITIONAL PAYMENT SHALL BE MADE

FOR SAWCUTTING.

7. TRAFFIC MARKINGS AND STRIPING SHALL BE REPLACED IN KIND FOR THE PROJECT LIMITS.

8. UTILIZE EXISTING CASTINGS WHEN RESETTING.

9. PROPOSED SPOT GRADES ARE INTENDED TO DEPICT ADJUSTMENTS TO THE EXISTING CURB/GUTTER PROFILE TO MITIGATE OBSERVED PONDING ISSUES WHILE MAINTAINING THE OVERALL PROFILE OF

THE ROADWAY. CONTRACTOR SHALL VERIFY ELEVATIONS WITH THE ENGINEER PRIOR TO

CONSTRUCTION.

AutoCAD SHX Text Conc Support Columns under Ramp typ

AutoCAD SHX Text Conc Support Columns typ

AutoCAD SHX Text Conc Found typ

AutoCAD SHX Text Conc Curb

AutoCAD SHX Text Brick Pavers

AutoCAD SHX Text 2-A Inlets Grt=4.88

AutoCAD SHX Text Sewer Vault

AutoCAD SHX Text 2'Dia Trash Can

AutoCAD SHX Text Cast Iron Vault

AutoCAD SHX Text Steel Vault

AutoCAD SHX Text Cast Iron Vault

AutoCAD SHX Text Water Vault

AutoCAD SHX Text Bollard Typ

AutoCAD SHX Text Bollard under RampTyp

AutoCAD SHX Text Sewer Vault

AutoCAD SHX Text Cast Iron Vault

AutoCAD SHX Text Wood Ramp

AutoCAD SHX Text Wood Ramp to Boardwalk

AutoCAD SHX Text Conc Ramp

AutoCAD SHX Text Conc Curb Planter

AutoCAD SHX Text Granite Curb

AutoCAD SHX Text Conc Curb Planter

AutoCAD SHX Text Parking Booth

AutoCAD SHX Text Timber Planter

AutoCAD SHX Text Elec Vault

AutoCAD SHX Text Brick Road

AutoCAD SHX Text Conc Strip

AutoCAD SHX Text Fire Hydrant

AutoCAD SHX Text Street Light on Conc Base

AutoCAD SHX Text Parking Reg Sign

AutoCAD SHX Text Stop Sign

AutoCAD SHX Text Water Meter

AutoCAD SHX Text 2-Water Valves

AutoCAD SHX Text Water Valve

AutoCAD SHX Text Gas Valve

AutoCAD SHX Text Water Valve

AutoCAD SHX Text Gas Valve

AutoCAD SHX Text State of NJ Casino Control Commission 2-Story Building

AutoCAD SHX Text Pic-A-Lilli Pub 1-Sty Bldg

AutoCAD SHX Text Yellow Striping typ.

AutoCAD SHX Text Yellow Striping

AutoCAD SHX Text Elevated Planter

AutoCAD SHX Text Street Light on Conc Base

AutoCAD SHX Text Conc s/w

AutoCAD SHX Text Yellow Striping

AutoCAD SHX Text

LOT:29

AutoCAD SHX Text

LOT:30

AutoCAD SHX Text

LOT:1

AutoCAD SHX Text

LOT:14

AutoCAD SHX Text

LOT:15

AutoCAD SHX Text

BLOCK:53

AutoCAD SHX Text

BLOCK:55

7.49

7.27

7.28

7.26

7.25

7.29

7.27

7.26

7.25

7.42 7.29

7.28

7.47

7.41

7.32

7.42

7.25

7.41

7.39 7.47

7.42

7.27

7.17

7.35

7.33

7.32

7.30

7.29

7.277.26

2% MAX.

R=10'

7.72

7.64

7.19 7.30

7.30

7.31

7.71

7.53 7.52 7.78

7.867.607.61

7.77

7.32 7.31 7.45

7.52

7.67

7.24 7.24

7.25

7.39

7.23 7.23

7.75

7.77 7.32

7.32

7.46

7.16 7.15

7.697.40

2% MAX.

8.3%

MAX.

2% MAX.

7.77 7.31

7.29

7.77 7.77 7.77

7.30 7.30 7.17

7.21

7.22

7.14 BC

R=10'

7.507.167.19

7.34

7.39

7.317.27

7.28 7.32

7.16 7.13

7.37

7.16

7.18 7.17

7.18

7.16

7.18 7.16

7.13

7.16

7.257.25

7.24

7.12

7.22

7.15

7.26 7.26

2% MAX.

8.3%

MAX.

R=10' 7.47

7.49

7.65

7.73 7.67

7.66

7.507.50

7.49 7.49

7.47 7.45

7.45

7.59

7.63

7.47

7.46

7.55

7.50

7.51 7.51

7.44

7.65

7.63

7.71

7.87

2% MAX.

8.3%

MAX.

7.97

7.79

R=10'

6.10

5.92

5.79

5.72 5.72

5.79

5.82 BC

5.80

5.96

6.04

5.96 5.88

5.94

5.68

5.87

5.86

5.79

5.865.705.70

5.63 5.63

5.70

5.76 BC

5.945.94

5.60 BC

5.67

5.545.555.565.585.59

5.72

6.14 6.13

5.61 BC

2% MAX.

8.3%

MAX.

2% MAX.

8.3%

MAX.

5.62 BC

5.53 BC

5.60

5.94

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CALL BEFORE YOU DIG

1-800-272-1000

TO LOCATE UNDERGROUND UTILITIES

IF YOU'RE GOING TO DIG, BLAST OR DRILL

THREE (3) WORKING DAYS NOTICE

REMEMBER

IT'S THE LAW!

Dig Safely.

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CONCRETE CURB RAMP NO. 1 & 2

INSET #1

SCALE: 1" = 5'

CONCRETE CURB RAMP NO. 3 & 4

INSET #2

SCALE: 1" = 5'

CONCRETE CURB RAMP NO. 5 & 6

INSET #3

SCALE: 1" = 5'

CONCRETE CURB RAMP NO. 7 & 8

INSET #4

SCALE: 1" = 5'

NJDOT CURB RAMP TYPE 6 MODIFIED

(SEE SHEET DT-2)

10'5'5' 2.5' 0

SCALE IN FEET

SCALE: 1" = 5'

NJDOT CURB RAMP TYPE 6 MODIFIED

(SEE SHEET DT-2)

NJDOT CURB RAMP TYPE 6 MODIFIED

(SEE SHEET DT-2)

NJDOT CURB RAMP TYPE 6 MODIFIED

(SEE SHEET DT-2)

CONCRETE CURB RAMP NO. 9 & 10

INSET #5

SCALE: 1" = 5'

NJDOT CURB RAMP TYPE 5 MODIFIED

(SEE SHEET DT-2)

CONSTRUCTION PLAN NOTES:

1. ALL UTILITY LOCATIONS ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR BEFORE ANY

CONSTRUCTION ACTIVITIES ARE UNDERTAKEN.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES AND NOTIFY THE NEW JERSEY ONE CALL SYSTEM (800) 272-1000 PRIOR TO COMMENCING ANY EXCAVATION ACTIVITIES.

3. CONTRACTOR TO PROVIDE POSITIVE DRAINAGE ALONG ALL GUTTERS AND DRIVEWAY APRONS.

4. RESETTING, REPLACING, PRESERVATION/PROTECTION, AND RESTORATION OF ALL EXISTING

LANDSCAPING (NOT LIMITED TO LANDSCAPED AREAS, TIMBER TIE CURBS, AND SIGNS) TO BE

INCLUDED UNDER BID ITEM 'CLEARING SITE'.

5. ALL HANDICAP CURB RAMPS AND CROSSWALKS TO MEET ADA REQUIREMENTS.

6. PAVEMENT LIMITS SHALL BE SAWCUT TO MEET EXISTING. NO ADDITIONAL PAYMENT SHALL BE MADE

FOR SAWCUTTING.

7. TRAFFIC MARKINGS AND STRIPING SHALL BE REPLACED IN KIND FOR THE PROJECT LIMITS.

8. UTILIZE EXISTING CASTINGS WHEN RESETTING.

9. PROPOSED SPOT GRADES ARE INTENDED TO DEPICT ADJUSTMENTS TO THE EXISTING CURB/GUTTER PROFILE TO MITIGATE OBSERVED PONDING ISSUES WHILE MAINTAINING THE OVERALL PROFILE OF

THE ROADWAY. CONTRACTOR SHALL…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 3, 2025.