P-3921.003-250805-Roadway Improvement Plans.pdf

PDF 6 MB Posted Sep 23, 2025

Attached to: Roadway Improvement Plan for MA-2024 Mountain Road Section 1
Solicitation number: 25-01
Issued by: Hunterdon County, New Jersey

About this file

Written by GovTribe AI · Sep 23, 2025

This is a roadway improvement plan prepared by Van Cleef Engineering Associates for the Township of East Amwell in Hunterdon County, New Jersey, specifically for MA-2024 Mountain Road Section 1. The project involves a 1.20-mile roadway improvement spanning from Station 0+25 to Station 65+00, with construction scheduled to commence on May 1, 2025. The scope includes a comprehensive road overlay and repair, involving 1,800 tons of Hot Mix Asphalt 12.5M-64 Surface Course (2" thick), 1,000 square yards of HMA Pavement Repair (6" depth), and various additional improvements such as driveway overlays, drainage structure modifications, guide rail upgrades, and roadside restoration.

The project will be funded through municipal infrastructure resources and will follow New Jersey Department of Transportation (NJDOT) 2019 Standard Specifications for Road and Bridge Construction. Key utility companies involved include Comcast Cable, Jersey Central Power & Light, and Elizabethtown Gas. The work will include multiple technical elements such as profile milling, base course aggregate placement, Belgian block curb installation, inlet modifications, traffic sign replacements, and comprehensive landscape restoration. The project emphasizes detailed site-specific improvements, including overlay of existing driveways, installation of regulatory signs, and precise drainage system enhancements, with all work to be completed in accordance with local and state engineering standards.

View the file

Other files

File	Type	Posted
BID FORM.docx	DOCX document	Sep 23, 2025
S-3921.003-250805-Specifications.pdf	PDF	Sep 23, 2025

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

PROPOSED PROJECT

LOCATION

PLAN VIEW STATION 0+25 THRU 17+00

HUNTERDON COUNTY, NEW JERSEY

EAST AMWELL TOWNSHIP

ROADWAY IMPROVEMENT PLAN

DATE: MAY 1, 2025

SITUATED IN

PREPARED FOR

MA-2024 MOUNTAIN ROAD SECTION 1

INDEX OF SHEETS

PROJECT LENGTH: 1.20 MILES

PLAN NOTATION

SITE LOCATION MAP

PLAN VIEW STATION 35+50 THRU 53+50

CONSTRUCTION DETAILS

9 DETOUR PLAN

PLAN VIEW STATION 17+00 THRU 35+50

PLAN VIEW STATION 53+50 THRU 65+00

CONSTRUCTION DETAILS

GENERAL NOTES & ESTIMATE OF QUANTITIES2

COVER SHEET

TITLE

SHEET No.

1 INCH = 500 FT

GRAPHIC SCALE

0 250 500 1000

LAST REVISED

AUGUST 5, 2025

VAN CLEEF ENGINEERING ASSOCIATES, LLC

755 MEMORIAL PKWY, SUITE 110, PHILLIPSBURG, NJ 08865

WEB: WWW.VANCLEEFENGINEERING.COM

PHONE (908) 454-3080

CERT. OF AUTHORIZATION NO. 24GA28132300

1F:

\J ob fi le

\L eb an on

\H un te rd on \0

8- Ea st A m w el l\

M ou nt ai n Ro ad \D

W G

\0 1-

3_ D

.d w g lm or al es

/5 /2

ENGINEERING WITH FOCUS

ROBERT S. O'BRIEN

NEW JERSEY PROFESSIONAL ENGINEER LICENSE NUMBER 41972

AUGUST 5, 2025

TOWNSHIP COMMITTEE

DANTE DIPIRRO

MICHAEL DENDIS

JENNA CASPER-BLOOM

BEVERLY ENTIN

AL NARDI

MAYOR

DEPUTY MAYOR

COMMITTEE MEMBER

NOTE: ALL CONSTRUCTION TO BE IN ACCORDANCE WITH

NJDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION 2019, AS AMENDED BY THE SPECIAL

PROVISIONS, TO GOVERN.

NOTE: CONTRACTOR IS RESPONSIBLE FOR NOTIFYING ALL

UTILITY COMPANIES PRIOR TO THE START OF CONSTRUCTION.

NOTE: THE NJDOT STANDARD CONSTRUCTION DETAILS FOR

ROADWAY, TRAFFIC CONTROL, AND BRIDGE BOOKLET (2016);

AND THE NJDOT STANDARD ELECTRICAL DETAILS BOOKLET

(2007), ARE APPLICABLE TO THIS PROJECT EXCEPT FOR THOSE

DETAILS CONTAINED HEREIN.

UTILITIES

COMCAST CABLE

100 RANDOLPH ROAD

SOMERSET, NEW JERSEY 08873

(908) 851-8858 - GEORGE PALYCA

JERSEY CENTRAL POWER & LIGHT CO.

101 CRAWFORD'S CORNER ROAD

HOLMDEL, NEW JERSEY 07733

(732) 212-4262 - HARVEY LOCKLEY

ELIZABETHTOWN GAS

520 GREEN LANE

UNION, NEW JERSEY 07083

(908) 662-8324 - JOHN GRUELING

NOTE: ALL PAVEMENT TRAFFIC MARKING LINES, SYMBOLS AND

TRAFFIC SIGNS SHALL CONFORM TO THE LATEST VERSION OF

THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

(MUTCD)

REVISED: AUGUST 5, 2025

AutoCAD SHX Text 35.02

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

ROCKTOWN

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

LINVALE

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

MOUNTAIN ROAD

AutoCAD SHX Text

AutoCAD SHX Text 14.01

AutoCAD SHX Text

AutoCAD SHX Text 9.02

AutoCAD SHX Text

AutoCAD SHX Text 9.01

AutoCAD SHX Text 7.01

AutoCAD SHX Text 7.02

AutoCAD SHX Text 6.01

AutoCAD SHX Text

AutoCAD SHX Text 5.06

AutoCAD SHX Text 5.05

AutoCAD SHX Text 5.04

AutoCAD SHX Text 5.03

AutoCAD SHX Text 5.02

AutoCAD SHX Text

LINVALE

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

AutoCAD SHX Text 10.01

AutoCAD SHX Text 9.01

AutoCAD SHX Text 9.03

AutoCAD SHX Text 9.04

AutoCAD SHX Text 9.05

AutoCAD SHX Text 9.02

AutoCAD SHX Text 8.02

AutoCAD SHX Text 8.01

AutoCAD SHX Text

AutoCAD SHX Text 5.02

AutoCAD SHX Text 5.01

AutoCAD SHX Text

AutoCAD SHX Text 6.01

AutoCAD SHX Text

AutoCAD SHX Text 6.03

AutoCAD SHX Text 6.02

AutoCAD SHX Text 9.06

AutoCAD SHX Text

AutoCAD SHX Text 5.03

AutoCAD SHX Text 5.04

AutoCAD SHX Text

AutoCAD SHX Text 11.01

AutoCAD SHX Text

MOUNTAIN

AutoCAD SHX Text

AutoCAD SHX Text 1.06

AutoCAD SHX Text 55.01

AutoCAD SHX Text

AutoCAD SHX Text 1.01

AutoCAD SHX Text 1.02

AutoCAD SHX Text 1.03

AutoCAD SHX Text 1.05

AutoCAD SHX Text 1.04

AutoCAD SHX Text 2.01

AutoCAD SHX Text 2.02

AutoCAD SHX Text

AutoCAD SHX Text 3.01

AutoCAD SHX Text

AutoCAD SHX Text 1.01

AutoCAD SHX Text

AutoCAD SHX Text 1.03

AutoCAD SHX Text 1.04

AutoCAD SHX Text 25.01

AutoCAD SHX Text

AutoCAD SHX Text ONLY THOSE PLANS WHICH CONTAIN A DIGITAL, THOSE PLANS WHICH CONTAIN A DIGITAL, THOSE PLANS WHICH CONTAIN A DIGITAL, PLANS WHICH CONTAIN A DIGITAL, PLANS WHICH CONTAIN A DIGITAL, WHICH CONTAIN A DIGITAL, WHICH CONTAIN A DIGITAL, CONTAIN A DIGITAL, CONTAIN A DIGITAL, A DIGITAL, A DIGITAL, DIGITAL, DIGITAL, IMPRESSED, OR COLORIZED INK SEAL OF THE OR COLORIZED INK SEAL OF THE OR COLORIZED INK SEAL OF THE COLORIZED INK SEAL OF THE COLORIZED INK SEAL OF THE INK SEAL OF THE INK SEAL OF THE SEAL OF THE SEAL OF THE OF THE OF THE THE THE RESPONSIBLE PROFESSIONAL SHALL BE CONSIDERED PROFESSIONAL SHALL BE CONSIDERED PROFESSIONAL SHALL BE CONSIDERED SHALL BE CONSIDERED SHALL BE CONSIDERED BE CONSIDERED BE CONSIDERED CONSIDERED CONSIDERED VALID. THIS PLAN HAS BEEN SPECIFICALLY PREPARED THIS PLAN HAS BEEN SPECIFICALLY PREPARED THIS PLAN HAS BEEN SPECIFICALLY PREPARED THIS PLAN HAS BEEN SPECIFICALLY PREPARED PLAN HAS BEEN SPECIFICALLY PREPARED PLAN HAS BEEN SPECIFICALLY PREPARED HAS BEEN SPECIFICALLY PREPARED HAS BEEN SPECIFICALLY PREPARED BEEN SPECIFICALLY PREPARED BEEN SPECIFICALLY PREPARED SPECIFICALLY PREPARED SPECIFICALLY PREPARED PREPARED PREPARED FOR THE OWNER DESIGNATED HEREON. ANY THE OWNER DESIGNATED HEREON. ANY THE OWNER DESIGNATED HEREON. ANY OWNER DESIGNATED HEREON. ANY OWNER DESIGNATED HEREON. ANY DESIGNATED HEREON. ANY DESIGNATED HEREON. ANY HEREON. ANY HEREON. ANY ANY ANY ANY MODIFICATION, REVISION, DUPLICATION OR USE REVISION, DUPLICATION OR USE REVISION, DUPLICATION OR USE DUPLICATION OR USE DUPLICATION OR USE OR USE OR USE USE USE WITHOUT THE WRITTEN CONSENT OF VAN CLEEF THE WRITTEN CONSENT OF VAN CLEEF THE WRITTEN CONSENT OF VAN CLEEF WRITTEN CONSENT OF VAN CLEEF WRITTEN CONSENT OF VAN CLEEF CONSENT OF VAN CLEEF CONSENT OF VAN CLEEF OF VAN CLEEF OF VAN CLEEF VAN CLEEF VAN CLEEF CLEEF CLEEF ENGINEERING ASSOCIATES IS PROHIBITED. ASSOCIATES IS PROHIBITED. ASSOCIATES IS PROHIBITED. IS PROHIBITED. IS PROHIBITED. PROHIBITED. PROHIBITED. RELIANCE ON THIS PLAN FOR ANY PURPOSE ON THIS PLAN FOR ANY PURPOSE ON THIS PLAN FOR ANY PURPOSE THIS PLAN FOR ANY PURPOSE THIS PLAN FOR ANY PURPOSE PLAN FOR ANY PURPOSE PLAN FOR ANY PURPOSE FOR ANY PURPOSE FOR ANY PURPOSE ANY PURPOSE ANY PURPOSE PURPOSE PURPOSE OTHER THAN THAT WHICH IS INTENDED SHALL BE THAN THAT WHICH IS INTENDED SHALL BE THAN THAT WHICH IS INTENDED SHALL BE THAT WHICH IS INTENDED SHALL BE THAT WHICH IS INTENDED SHALL BE WHICH IS INTENDED SHALL BE WHICH IS INTENDED SHALL BE IS INTENDED SHALL BE IS INTENDED SHALL BE INTENDED SHALL BE INTENDED SHALL BE SHALL BE SHALL BE BE BE AT THE SOLE DISCRETION AND LIABILITY OF THE THE SOLE DISCRETION AND LIABILITY OF THE THE SOLE DISCRETION AND LIABILITY OF THE SOLE DISCRETION AND LIABILITY OF THE SOLE DISCRETION AND LIABILITY OF THE DISCRETION AND LIABILITY OF THE DISCRETION AND LIABILITY OF THE AND LIABILITY OF THE AND LIABILITY OF THE LIABILITY OF THE LIABILITY OF THE OF THE OF THE THE THE APPLICABLE PARTY.

AutoCAD SHX Text

EXIST.

AutoCAD SHX Text

PROP.

AutoCAD SHX Text %%u LEGEND

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text H.C.

AutoCAD SHX Text

CURBING

AutoCAD SHX Text

SPOT ELEVATION

AutoCAD SHX Text

GRADING CONTOUR

AutoCAD SHX Text

DEPRESSED CURB

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

FLARED END SECTION

AutoCAD SHX Text

TRAFFIC SIGN

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text G

AutoCAD SHX Text

HEAD WALL

AutoCAD SHX Text

WINGED HEAD WALL

AutoCAD SHX Text

STORM DRAIN PIPE

AutoCAD SHX Text

UNDERGROUND ELECTRIC

AutoCAD SHX Text

/TELEPHONE LINE

AutoCAD SHX Text

GAS LINE

AutoCAD SHX Text

WATER LINE

AutoCAD SHX Text

/TELEPHONE LINE

AutoCAD SHX Text

SANITARY SEWER MAIN

AutoCAD SHX Text

OVER HEAD ELECTRIC

AutoCAD SHX Text

TREES

AutoCAD SHX Text

SHRUBS

AutoCAD SHX Text

3 IG

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

STREET SIGN

AutoCAD SHX Text

WELLS

AutoCAD SHX Text

GATE VALVE

AutoCAD SHX Text

SSL

AutoCAD SHX Text

SANITARY SEWER LATERAL

AutoCAD SHX Text

SSL

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text 346.50

AutoCAD SHX Text 346.2

AutoCAD SHX Text

ROAD RIGHT-OF-WAY

\J ob fi le \L eb an on \H un te rd on

\0 8-

Ea st

A m w el l\

M ou nt ai n

Ro ad

\D W

G \0

_0 3_

.d w g lm or al es

JOB NO.

CHECKED BY:

DRAWN BY:

SCALE:

DATE:

ROBERT S. O'BRIEN

NEW JERSEY PROFESSIONAL ENGINEER LICENSE NUMBER 41972

FOR

HUNTERDON COUNTY, NEW JERSEY

EAST AMWELL TOWNSHIP

GENERAL NOTES & ESTIMATE OF QUANTITIES

MA-2024 MOUNTAIN ROAD SECTION 1

3921.003

RSO

AS NOTED

MAY 1, 2025

AUGUST 5, 2025

Bridges/Highways Construction Inspection

Environmental Geotechnical/Dams

Landscape Architecture Local/Regional Planning

Municipal Engineering Site Development

Surveying/Aerial Drones/GIS Water/Wastewater

ENGINEERING WITH FOCUS

DATEDESCRIPTION AUTHREV

VAN CLEEF ENGINEERING ASSOCIATES, LLC

755 MEMORIAL PKWY, SUITE 110, PHILLIPSBURG, NJ 08865

WEB: WWW.VANCLEEFENGINEERING.COM

PHONE (908) 454-3080

CERT. OF AUTHORIZATION NO. 24GA28132300

SERIAL NO. ___________

Know what's below.

Call before you dig.

or 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.

ONE CALL

NEW JERSEY

PLAN NOTATION

REPAIR ANY DAMAGED UTILITIES AT NO ADDITIONAL COST TO THE OWNER.

EXISTING FEATURES LOCATED IN THE FIELD AND DOCUMENTED BY VAN CLEEF ENGINEERING ASSOCIATES.

14.

27.

24.

26.

18.

15.

32.

22.

10.

GENERAL NOTES:

23.

25.

PROTECT UNDERGROUND FACILITIES OR UTILITY POLES WITHIN CLOSE PROXIMITY OF

EXCAVATIONS OR TRENCHING OPERATIONS TO PREVENT DAMAGE OR INTERRUPTION OF

SERVICE TO UNDERGROUND FACILITIES.

AVAILABLE INFORMATION AS TO THE LOCATION OF EXISTING UTILITIES HAS BEEN

COLLECTED FROM VARIOUS SOURCES. THE RESULTS OF SUCH INVESTIGATIONS,

REPRESENTED ON THE CONTRACT DRAWINGS ARE NOT GUARANTEED AS TO THE

ACCURACY. ALL EXISTING UTILITIES ARE SHOWN FOR INFORMATION ONLY. CONTACT THE

GARDEN STATE UNDERGROUND PLANT LOCATION SERVICE INC AT PHONE # 1-800-272-1000 A

MINIMUM OF ONE WEEK (5 WORKING DAYS) PRIOR TO COMMENCEMENT OF WORK. LOCATE,

IDENTIFY AND PROTECT UTILITIES WITHIN THE PROJECT LIMITS. NO SEPARATE PAYMENT

WILL BE PROVIDED FOR THE UTILIZATION OF TEST PITS TO LOCATE UTILITIES. ALL COST

ASSOCIATED WITH PERFORMING TEST PITS IS INCLUDED IN THE VARIOUS PAY ITEMS.

COORDINATE ANY UTILITY ADJUSTMENTS NECESSITATED BY THE PROPOSED CONSTRUCTION WITH THE TOWNSHIP AND EACH OF THE UTILITY COMPANIES WITH FACILITIES WITHIN THE PROJECT LIMITS. NOTIFY ALL UTILITY COMPANIES AT LEAST ONE (1) WEEK PRIOR TO CONSTRUCTION FOR

PHYSICAL MARK OUTS OF UTILITIES.

PROTECT ALL EXISTING UTILITIES AND COORDINATE THE RELOCATION OF ALL CONFLICTING

UTILITIES WITH THE RESPECTIVE UTILITY COMPANY.

CONSTRUCTION STAKEOUT WILL BE COMPLETED BY VAN CLEEF ENGINEERING ASSOCIATES. THE

CONTRACTOR SHALL COORDINATE ALL STAKEOUT REQUIREMENTS AS NOTED IN THE DETAILED

SPECIFICATIONS.

ALL CONSTRUCTION SHALL CONFORM TO THE 2019 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION OF THE NEW JERSEY DEPARTMENT OF TRANSPORTATION AND AS AMENDED HEREIN.

CONTACT PRIVATE UTILITY COMPANIES SO THAT PRIVATELY OWNED CASTINGS MAY BE

RESET BY RESPECTIVE UTILITY COMPANY TO PROPOSED GRADES.

THE TOWNSHIP ENGINEER OR HIS DESIGNATED SITE REPRESENTATIVE IS IN RESPONSIBLE CHARGE FOR THE IMPLEMENTATION OF THE TRAFFIC CONTROL PLAN. AS THE RESPONSIBLE PARTY, THE TOWNSHIP ENGINEER OR HIS REPRESENTATIVE SHALL IMMEDIATELY STOP WORK IF/WHEN THE TRAFFIC CONTROL MEASURES AS DETAILED

HAVE NOT BEEN IMPLEMENTED.

MINIMIZE THE NUMBER AND FREQUENCY OF OPEN TRENCHES OR EXCAVATIONS (ADJACENT TO

NEW CURB INSTALLATION). COVER ALL TRENCHES OR EXCAVATIONS AT THE CONCLUSION OF

WORK EACH SHIFT. PLACE COMPACTED DENSE GRADED AGGREGATE IN OPEN TRENCHES OR

EXCAVATIONS AT THE END OF EACH SHIFT.

VERIFY ALL INFORMATION SHOWN OR NOTED FOR EXISTING FACILITIES, GRADES, ROADWAYS, AND MATERIALS. ALL MEASUREMENTS ARE APPROXIMATE. NOTIFY ENGINEER IMMEDIATELY WHEN DISCREPENCIES ARE NOTED IN THE FIELD. NO ADDITIONAL COSTS WILL BE ENCUMBERED BY THE TOWNSHIP DUE TO THE

CONTRACTOR'S FAILURE TO VERIFY INFORMATION PRIOR TO BID SUBMITTAL.

ROADWAY MUST BE SWEPT CLEAN AT THE END OF EACH WORK DAY AND AS DIRECTED BY THE TOWNSHIP ENGINEER OR HIS FIELD REPRESENTATIVE. DUST CONTROL WILL BE REQUIRED AT ALL TIMES AS DETERMINED BY

THE ENGINEER. TIRES MUST BE CLEAN ON ALL VEHICLES BEFORE ENTERING ROADWAY.

MATERIALS NOT SPECIFIED ON THE PLANS AND USED FOR EXTRA WORK, SHALL CONFORM TO THE 2019 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION OF THE DEPARTMENT OF TRANSPORTATION OR THE

SUPPLEMENTS, WHICHEVER GOVERNS.

DISPOSE OF EXCESS MATERIALS EXCAVATED REGARDLESS OF THEIR NATURE. THE TOWNSHIP IS NOT OBLIGATED TO SUPPLY A DISPOSAL SITE. DO NOT DEPOSIT ANY EXCESS MATERIALS WITHIN THE TOWNSHIP LIMITS WITHOUT WRITTEN PERMISSION OF THE TOWNSHIP ENGINEER. MATERIALS MUST BE DISPOSED OF IN ACCORDANCE WITH ALL STATE REGULATIONS REGARDING SAME. ALL COSTS ASSOCIATED WITH THIS WORK IS INCLUDED IN THE UNIT PRICE BID FOR "CLEARING SITE".

THE LUMP SUM PRICE BID FOR "CLEARING SITE" INCLUDES ALL COSTS ASSOCIATED WITH LABOR, EQUIPMENT AND MATERIALS REQUIRED FOR THE REMOVAL OF ALL VEGETATIVE COVER, TREE

AND STUMP REMOVAL, CURB, SIGNS, PLANTERS, DEBRIS, RUBBLE, PAVING OF ANY KIND,

DRAINAGE STRUCTURES, EXISTING FEATURES WITHIN THE LIMITS OF WORK WHICH INTERFERE

WITH THE EXECUTION OF WORK AS SPECIFIED WITHIN THE CONSTRUCTION DOCUMENTS AND

GRUBBING OF TURF AREAS WITHIN THE PROJECT AREA. ALL WORK MUST BE EXECUTED IN

ACCORDANCE WITH NJDOT SPECIFICATIONS.

INSTALL ALL STRUCTURES IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND

DETAILS.

THE UNIT PRICE BID FOR "HOT MIX ASPHALT 12.5M-64 SURFACE COURSE" INCLUDES ALL LABOR, EQUIPMENT AND MATERIAL COSTS ASSOCIATED WITH THE INSTALLATION OF HOT MIX ASPHALT MATERIALS SUCH AS SWEEPING AND TACK COAT. NO

ADDITIONAL COMPENSATION WILL BE MADE FOR SWEEPING OR TACK COAT.

REMOVE EXISTING STREET SIGNS, SIGNS & SIGN POSTS AND PLANTERS WITHIN THE LIMITS OF WORK. COORDINATE WITH THE DIRECTOR OF PUBLIC WORKS FOR THE REMOVAL, STORAGE AND REPLACEMENT OF SAID ITEMS. ALL COSTS ASSOCIATED WITH REMOVAL AND COORDINATION ARE INCLUDED IN THE LUMP SUM PRICE BID FOR "CLEARING SITE".

EXISTING CONDITIONS

UTILITIES

RESTORATION

DEMOLITION

STANDARDS

ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST EDITION OF THE LAND DEVELOPMENT ORDINANCE AND

STANDARD CONSTRUCTION DETAILS FOR THE TOWNSHIP OF UNION.

COORDINATION

WORK SCHEDULE/ MAINTENANCE & PROTECTION OF TRAFFIC

BID ITEMS

NOTIFY ADJACENT PROPERTY OWNERS IN WRITING A MINIMUM OF 5 WORKING DAYS PRIOR TO THE EXECUTION OF WORK

TO ALLOW FOR THE REMOVAL OF PERSONAL PROPERTY (LANDSCAPING, SHRUBS, ETC.).

COORDINATE THE LOCATION OF ALL TRAFFIC CONTROL DEVICES (SIGNS AND DRUMS) WITH THE THE TOWNSHIP ENGINEER AND PUBLIC WORKS DIRECTOR. THE ENGINEER AND PUBLIC WORKS DIRECTOR MUST APPROVE ALL TRAFFIC CONTROL MEASURES UTILIZED ON THE PROJECT SITE. STOP WORK ORDERS WILL BE ISSUED IF THE TRAFFIC CONTROL MEASURES TAKEN ARE DEEMED INSUFFICIENT BY THE TOWNSHIP POLICE DEPARTMENT. ALL COSTS ASSOCIATED WITH THE PROVISION OF TRAFFIC CONTROL MEASURES IS INCLUDED IN THE UNIT PRICES BID FOR "CONSTRUCTION SIGNS" AND "TRAFFIC DRUMS". NO SEPARATE PAYMENTS WILL BE MADE FOR RELOCATING THE DEVICES AS REQUIRED, OR AS DIRECTED BY THE ENGINEER, DURING THE COURSE OF CONSTRUCTION.

THE CONTRACTOR MUST COORDINATE ALL WORK ON DRIVEWAYS WITH THE INDIVIDUAL PROPERTY OWNERS PRIOR TO START OF CONSTRUCTION.THE TOWNSHIP IS NOT RESPONSIBLE FOR DELAYS CAUSED BY FAILURE OF THE CONTRACTOR TO COORDINATE WITH THE INDIVIDUAL PROPERTY OWNERS. NO SEPARATE PAYMENT WILL BE MADE FOR THIS WORK. ALL COSTS ASSOCIATED WITH THE SUSPENSION OF PARKING AND COORDINATION WITH THE PROPERTY OWNERS MUST BE INCLUDED IN THE VARIOUS PAY ITEMS PROVIDED IN THE CONTRACT.

LOAD ALL MATERIALS/ DEBRIS GENERATED DURING THE DEMOLITION INTO A DUMP TRUCK AND HAUL OFFSITE IMMEDIATELY. DO NOT STOCKPILE DEMOLITION MATERIALS WITHIN THE PROJECT LIMITS. ALL COSTS

ASSOCIATED WITH THIS WORK IS INCLUDED IN THE UNIT PRICE BID FOR "CLEARING SITE".

19.

LOAD ALL MATERIALS/ DEBRIS GENERATED DURING THE REMOVAL OF EXISTING TREES, SHRUBS AND STUMPS INTO A DUMP TRUCK AND HAUL OFFSITE IMMEDIATELY. DO NOT STOCKPILE DEMOLITION MATERIALS WITHIN THE PROJECT LIMITS. ALL COSTS ASSOCIATED WITH THIS WORK IS INCLUDED IN THE UNIT PRICE BID FOR "CLEARING

SITE".

33.

THE REMOVAL OF LIMBS AND BRANCHES DAMAGED DURING CONSTRUCTION OR DEAD BRANCHES AND TRIMMING OF LIMBS FROM EXISTING TREES SCHEDULED TO REMAIN SHALL BE PERFORMED UNDER THE DIRECT SUPERVISION OF A CERTIFIED LANDSCAPE ARCHITECT OR TREE SPECIALIST. THE COSTS ASSOCIATED WITH THE LABOR, EQUIPMENT AND MATERIALS IS INCLUDED IN THE UNIT PRICE BID FOR

"CLEARING SITE".

SOIL EROSION & SEDIMENT CONTROL

13.

NO SEPARATE PAYMENT WILL BE MADE FOR SOIL EROSION & SEDIMENT CONTROL. ALL COSTS ASSOCIATED WITH THIS

WORK IS INCLUDED IN THE VARIOUS PAY ITEMS PROVIDED IN THE CONTRACT.

20.

(ALL NOTES ARE DIRECTED TO THE CONTRACTOR WITHOUT EXCEPTION.)

28. THE UNIT PRICE BID FOR "REINFORCED CONCRETE PIPE ITEMS" AND "INLET ITEMS" SHALL INCLUDE ALL LABOR, EQUIPMENT, AND MATERIAL FOR UNCLASSIFIED EXCAVATION, REMOVAL AND PROPER DISPOSAL OF EXCAVATED TRENCH MATERIAL, PIPE

PLACEMENT, BEDDING AND BACKFILL AS NOTED ON THE CONSTRUCTION DETAILS.

ONLY AMERICAN MADE PRODUCTS WILL BE ACCEPTED FOR THIS PROJECT. FOREIGN MADE PRODUCTS WILL BE REJECTED DURING SHOP DRAWING REVIEW. FOREIGN MADE PRODUCTS SHIPPED TO THE PROJECT SITE WILL BE

REJECTED IN THE FIELD AND RETURNED AT THE CONTRACTORS EXPENSE.

21.

17.

SAWCUT THE EXISTING ASPHALT DRIVEWAYS ADJACENT TO DRIVEWAY APRONS SCHEDULED FOR REMOVAL AND REPLACEMENT. ALL COSTS ASSOCIATED WITH THIS WORK IS INCLUDED IN THE UNIT PRICE BID FOR "CLEARING SITE".

12. COMPLY WITH THE LATEST EDITION OF THE `MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" WHEN UTILIZING ALL DEVICES AND PROCEDURES FOR THE MAINTENANCE AND PROTECTION OF TRAFFIC. EXECUTE WORK TO ENSURE THE CONVENIENT AND SAFE PASSAGE OF ALL VEHICULAR AND

PEDESTRIAN TRAFFIC ON ADJACENT STREETS.

31.

30.

34.

11. THE WORK ON PERRYVILLE ROAD SHALL BE DONE BETWEEN THE HOURS OF 7:00 A.M. AND 5:00 P.M PREVAILING

TIME

16.

EXISTING TRAFFIC CONTROL SIGNS IMPACTED BY THE PROPOSED WORK SHALL BE REMOVED,

PROTECTED, AND REINSTALLED IN ACCORDANCE WITH MUTCD STANDARDS, INCLUDING BREAKAWAY HARDWARE. ALL COSTS ASSOCIATED WITH THIS WORK IS INCLUDED IN THE UNIT PRICE BID FOR "

29.

THE UNIT PRICE BID FOR "BELGIAN BLOCK CURB" INCLUDES ALL LABOR, EQUIPMENT AND MATERIAL COSTS ASSOCIATED WITH THE UNCLASSIFIED EXCAVATION FOR CURB, SAWCUTTING AND REMOVAL AND DISPOSAL OF ALL EXISTING CONCRETE, STONE BEDDING AND REINFORCEMENT (AS NOTED ON THE DETAILS), AND CONCRETE CURB AS NOTED IN THE

CONSTRUCTION DETAILS.

RESTORE ALL DISTURBED SHRUBS, TREES, LAWNS, FENCING, SIGNS, LIGHT POLES, DEVICES, PAVING, ETC. TO THEIR ORIGINAL CONDITION, AND TO THE SATISFACTION OF THE OWNER. NO SEPARATE

PAYMENT SHALL BE MADE FOR THIS RESTORATION. ALL LABOR, EQUIPMENT AND MATERIALS

REQUIRED TO COMPLETE THIS WORK WIL BE INCLUDED IN THE UNIT PRICES BID FOR THE VARIOUS PAY

ITEMS.

SUBMIT PRECONSTRUCTION VIDEOS AND PHOTOGRAPHS OF THE PROJECT SITE PRIOR TO

COMMENCEMENT OF WORK TO SERVE AS EVIDENCE OF EXISTING CONDITIONS IN CASE OF FUTURE DISPUTE WITH ADJACENT PROPERTY OWNERS. WITHOUT ADEQUATE DOCUMENTATION TO DISPUTE AN ADJACENT PROPERTY OWNERS CLAIM, CONTRACTOR WILL BE FINANCIALLY RESPONSIBLE FOR ALL

LABOR, EQUIPMENT AND MATERIALS REQUIRED TO REESTABLISH EXISTING CONDITIONS. NO

SEPERATE PAYMENT WILL BE MADE FOR THE PREPARATION OF VIDEOS AND PHOTOGRAPHS. ALL

COSTS ASSOCIATED WITH THIS WORK IS INCLUDED IN THE VARIOUS PAY ITEMS.

THE UNIT PRICES BID FOR "LAWN RESTORATION ITEMS" INCLUDES ALL LABOR, EQUIPMENT AND MATERIAL COSTS ASSOCIATED WITH INSTALLATION OF TOPSOIL, FERTILIZER, SEED, MULCH, AND EROSION CONTROL MATTING AS SHOWN ON THE PLANS OR AS DIRECTED IN ACCORDANCE WITH THE

HUNTERDON COUNTY SOIL CONSERVATION DISTRICT NOTES AS NOTED IN THE CONSTRUCTION

DETAILS.

THE UNIT PRICE BID FOR "HOT MIX ASPHALT DRIVEWAY, VARIABLE THICKNESS" INCLUDES ALL LABOR, EQUIPMENT, AND MATERIAL IN ORDER TO COMPLETE SAWCUTTING OF THE EXISTING DRIVEWAY, UNCLASSIFIED EXCAVATION, REMOVAL AND PROPER DISPOSAL OF EXCAVATED MATERIAL, FINE

GRADING, COMPACTION, AND INSTALLATION OF 25M-64 (3" COMPACTED THICKNESS) AND 9.5 M-64 (2"

COMPACTED THICKNESS).

Distribution of Quantities Roadway Improvement Plan

MA-2024 Mountain Road Section 1

ITEM DESCRIPTION PLANS TOTAL SHEET 3 SHEET 4 SHEET 5 SHEET 6 UNIT PRICE AMOUNT

1 Breakaway Barricade 4 unit 2 unit 0 unit 0 unit 2 unit unit - 2 Traffic Cone 20 unit 5 unit 5 unit 5 unit 5 unit unit - 3 Construction Signs 242 s.f. 61 s.f. 73 s.f. 60 s.f. 48 s.f. s.f. - 4 Fuel Price Adjustment 1 dollar 25% dollar 30% dollar 25% dollar 20% dollar $2,000.00 dollar $2,000.00 5 Asphalt Price Adjustment 1 dollar 25% dollar 30% dollar 25% dollar 20% dollar $2,000.00 dollar $2,000.00 6 Final Cleanup 1 lump sum 25% lump sum 30% lump sum 25% lump sum 20% lump sum lump sum - 7 Clearing Site 1 lump sum 25% lump sum 30% lump sum 25% lump sum 20% lump sum lump sum - 8 Dense-Graded Aggregate Base Course, Variable Thickness (If &

Where as Directed) 34 c.y. 5 c.y. 0 c.y. 29 c.y. 0 c.y. c.y. -

9 HMA Profile Milling, 0"-2" Thick (Incl. Sawcutting) 315 s.y. 0 s.y. 0 s.y. 315 s.y. 0 s.y. s.y. - 10 Hot Mix Asphalt Pavement Repair, 6" Depth (If & Where as

Directed) 1,000 s.y. 250 s.y. 300 s.y. 250 s.y. 200 s.y. s.y. -

11 Hot Mix Asphalt Leveling Course, <1" (If & Where as Directed) 100 s.y. 25 s.y. 30 s.y. 25 s.y. 20 s.y. s.y. - 12 Hot Mix Asphalt 12.5M-64 Surface Course, 2" Thick (Incl.

Sweeping & Tack Coat) 1,800 ton 470 ton 510 ton 500 ton 320 ton ton -

13 Extension Frame for Existing Inlet, Type E 5 unit 0 unit 3 unit 1 unit 1 unit unit - 14 Extension Frame for Existing Inlet, Type A 2 unit 0 unit 0 unit 1 unit 1 unit unit - 15 Bicycle Safe Grates (Inlet, Type E) 2 unit 0 unit 2 unit 0 unit 0 unit unit - 16 Inlet, Type B 1 unit 0 unit 0 unit 1 unit 0 unit unit - 17 Inlet, Type E 1 unit 0 unit 0 unit 1 unit 0 unit unit - 18 15" High Density Polyethylene Pipe 541 l.f. 0 l.f. 0 l.f. 541 l.f. 0 l.f. l.f. - 19 15" Reinforced Concrete End Section 1 unit 1 unit 0 unit 0 unit 0 unit unit - 20 15" High Density Polyethylene End Section 1 unit 0 unit 0 unit 1 unit 0 unit unit - 21 Belgian Block Curb 41 l.f. 0 l.f. 0 l.f. 41 l.f. 0 l.f. l.f. - 22 Hot Mix Asphalt Driveway, 2" Thick Surface Course Overlay 703 s.y. 170 s.y. 218 s.y. 186 s.y. 129 s.y. s.y. - 23 Tangent Guiderail Terminal 4 unit 0 unit 0 unit 4 unit 0 unit unit - 24 Regulatory and Warning Sign (If & Where as Directed) 131 s.f. 42.5 s.f. 8.5 s.f. 36 s.f. 44 s.f. s.f. - 25 Topsoiling Stabilizer, Jute Matting (If & Where as Directed) 35 s.y. 0 s.y. 0 s.y. 35 s.y. 0 s.y. s.y. - 26 Borrow Topsoil, 5" Thick 195 c.y. 51 c.y. 57 c.y. 52 c.y. 35 c.y. c.y. - 27 Fertilizing and Seeding, Type A-3 1,400 s.y. 370 s.y. 410 s.y. 365 s.y. 255 s.y. s.y. - 28 Straw Mulch 1,400 s.y. 370 s.y. 410 s.y. 365 s.y. 255 s.y. s.y. -

AutoCAD SHX Text 08/05/25

AutoCAD SHX Text

RSO

AutoCAD SHX Text

PER NJDOT LOCAL AID REVIEW COMMENTS

AutoCAD SHX Text R

AutoCAD SHX Text

PREVAILING .

AutoCAD SHX Text

CLEARING SITE"

AutoCAD SHX Text

%%UTYPICAL PAVEMENT SECTION - MOUNTAIN ROAD SECTION 1 -

AutoCAD SHX Text

2.5% MINIMUM - 5.0% MAXIMUM

AutoCAD SHX Text

ROADWAY WIDTH VARIES

AutoCAD SHX Text

(SEE PLAN SHEETS 3 THROUGH 6)

AutoCAD SHX Text

%%USEE PLAN

AutoCAD SHX Text

RIGHT OF WAY - VARIES - SEE SHEETS 3 THROUGH 6

AutoCAD SHX Text

SLOPE VARIES

AutoCAD SHX Text

2.5% MINIMUM - 5.0% MAXIMUM

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text RESTORE EXISTING GROUND SURFACE WITH BORROW TOPSOIL, 5" THICK, FERTILIZING & SEEDING, TYPE A-3, AND STRAW MULCH AS DIRECTED

AutoCAD SHX Text

SLOPE VARIES

HMA PAVEMENT REPAIR, 6" DEPTH (IF & WHERE AS DIRECTED)

N R

MOUNTAIN ROAD

P : 0

P C

: 4

PT: 6+

56.06

OVERLAY SURFACE COURSE (ENTIRE ROADWAY):

1,800 TONS HOT MIX ASPHALT 12.5M-64 SURFACE

COURSE, 2" THICK

1,000 S.Y. HMA PAVEMENT REPAIR, 6" DEPTH (IF &

WHERE AS DIRECTED BY THE ENGINEER)

REMOVE & RESET EXISTING

MAILBOXES, SIGNS, ETC., AS

REQUIRED OR DIRECTED COST TO

BE INCLUDED IN THE SITE

CLEARING PAY ITEM (TYP.)

RESTORATION:

MATCH TO EXISTING GROUND, 1' WIDE,

WITH BORROW TOPSOIL, 5" THICK,

FERTILIZING & SEEDING, TYPE A-3 AND

STRAW MULCH (TYP.)

STA. 0+25

BEGIN PROJECT

SAWCUT PAVEMENT TO

FORM BUTTJOINT

INSTALL 15" REINFORCED

CONCRETE END SECTION (INCL.

PREFORMED SCOURHOLE)

FARM ACCESS

25 S.Y. HMA SURFACE COURSE, 2" THICK

5 C.Y. DENSE-GRADED AGGREGATE BASE

COURSE, 6" THICK

INSTALL REGULATORY AND

WARNING SIGN ON

BREAKAWAY SUPPORTS (IF &

WHERE AS DIRECTED)

MOUNTAIN ROAD

PI: 11+

09.57

PC: 12+

15.63

: 1

OVERLAY EXISTING DRIVEWAY:

46 S.Y. HMA SURFACE COURSE, 2" THICK

OVERLAY SURFACE COURSE (ENTIRE ROADWAY):

1,800 TONS HOT MIX ASPHALT 12.5M-64 SURFACE

COURSE, 2" THICK

1,000 S.Y. HMA PAVEMENT REPAIR, 6" DEPTH (IF &

WHERE AS DIRECTED BY THE ENGINEER)

REMOVE & RESET EXISTING

MAILBOXES, SIGNS, ETC., AS

REQUIRED OR DIRECTED COST

TO BE INCLUDED IN THE SITE

CLEARING PAY ITEM (TYP.)

RESTORATION:

MATCH TO EXISTING GROUND, 1' WIDE,

WITH BORROW TOPSOIL, 5" THICK,

FERTILIZING & SEEDING, TYPE A-3 AND

STRAW MULCH (TYP.)

OVERLAY EXISTING DRIVEWAY:

22 S.Y. HMA SURFACE COURSE,

2" THICK

OVERLAY EXISTING DRIVEWAY:

30 S.Y. HMA SURFACE COURSE,

2" THICK

OVERLAY EXISTING DRIVEWAY:

18 S.Y. HMA SURFACE COURSE, 2" THICK

OVERLAY EXISTING DRIVEWAY:

17 S.Y. HMA SURFACE COURSE, 2" THICK

OVERLAY EXISTING DRIVEWAY:

29 S.Y. HMA SURFACE COURSE,

2" THICK INSTALL REGULATORY AND

WARNING SIGN ON

BREAKAWAY SUPPORTS (IF &

WHERE AS DIRECTED)

VAN CLEEF ENGINEERING ASSOCIATES, LLC

755 MEMORIAL PKWY, SUITE 110, PHILLIPSBURG, NJ 08865

WEB: WWW.VANCLEEFENGINEERING.COM

PHONE (908) 454-3080

CERT. OF AUTHORIZATION NO. 24GA28132300

1 INCH = 30 FT

GRAPHIC SCALE

0 15 30 60

SERIAL NO. ___________

Know what's below.

Call before you dig.

or 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.

ONE CALL

NEW JERSEY

PLAN NOTATION

DATE: MAY 1, 2025

\J ob fi le \L eb an on \H un te rd on

\0 8-

Ea st

A m w el l\

M ou nt ai n

Ro ad

\D W

G \0

A N

W S_

.d w g lm or al es

/5 /2

JOB NO.

CHECKED BY:

DRAWN BY:

SCALE:

ROBERT S. O'BRIEN

NEW JERSEY PROFESSIONAL ENGINEER LICENSE NUMBER 41972

FOR

HUNTERDON COUNTY, NEW JERSEY

EAST AMWELL TOWNSHIP

PLAN VIEW STATION 0+25 THRU 17+00

MA-2024 MOUNTAIN ROAD SECTION 1

3921.003

RSO

1"=30'

Bridges/Highways Construction Inspection

Environmental Geotechnical/Dams

Landscape Architecture Local/Regional Planning

Municipal Engineering Site Development

Surveying/Aerial Drones/GIS Water/Wastewater

ENGINEERING WITH FOCUS

DATEDESCRIPTION AUTHREV

- DENOTES 2" SURFACE COURSE

OVERLAY

- DENOTES DRIVEWAY APRON

M A

TCH

LIN

E - STA

TIO

N 8+

M A

LIN

E - STA

TIO

M A

- DENOTES 2" SURFACE COURSE

OVERLAY

- DENOTES DRIVEWAY APRON

AUGUST 5, 2025

AutoCAD SHX Text

BLOCK 31 LOT 1

AutoCAD SHX Text

BLOCK 31 LOT 14.01

AutoCAD SHX Text

BLOCK 30 LOT 4

AutoCAD SHX Text

N/F JD & JENNIFER GROON 121 ROCKTOWN ROAD

AutoCAD SHX Text

N/F EAST AMWELL TOWNSHIP ROCKTOWN ROAD

AutoCAD SHX Text

N/F EAST AMWELL TOWNSHIP 256 MOUNTAIN ROAD

AutoCAD SHX Text

STREET

AutoCAD SHX Text

STOP

AutoCAD SHX Text

35 MPH

AutoCAD SHX Text

30 MPH SIGN

AutoCAD SHX Text

DIRECTIONAL

AutoCAD SHX Text

AutoCAD SHX Text J119

AutoCAD SHX Text

NJ553EA

AutoCAD SHX Text

BLOCK 30 LOT 5

AutoCAD SHX Text

N/F GULICK EA FARMS, LLC 253 MOUNTAIN ROAD

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

INV 396.47

AutoCAD SHX Text

INV 397.11

AutoCAD SHX Text

STONE

AutoCAD SHX Text

(VARIABLE WIDTH)

AutoCAD SHX Text 19.37'

AutoCAD SHX Text 41.50'

AutoCAD SHX Text 16.93'

AutoCAD SHX Text 41.50'

AutoCAD SHX Text 50.01'

AutoCAD SHX Text 20.86'

AutoCAD SHX Text

BLOCK 31 LOT 14

AutoCAD SHX Text

BLOCK 31 LOT 15

AutoCAD SHX Text

BLOCK 31 LOT 16

AutoCAD SHX Text

BLOCK 30 LOT 5

AutoCAD SHX Text

BLOCK 30 LOT 6.02

AutoCAD SHX Text

BLOCK 30 LOT 6.03

AutoCAD SHX Text

N/F GULICK EA FARMS, LLC 253 MOUNTAIN ROAD

AutoCAD SHX Text

N/F GREGORY & GAIL BUCHANAN 245 MOUNTAIN ROAD

AutoCAD SHX Text

N/F ALLISON WOLF 241 MOUNTAIN ROAD

AutoCAD SHX Text

N/F MICHAEL & CONSTANCE BUCZYNSKI 252 MOUNTAIN ROAD

AutoCAD SHX Text

N/F THOMAS & LOIS HELMINGER 248 MOUNTAIN ROAD

AutoCAD SHX Text

N/F FELIX & BARBARA ROSSI 244 MOUNTAIN ROAD

AutoCAD SHX Text

DIRECTIONAL

AutoCAD SHX Text

20 MPH SIGN

AutoCAD SHX Text

DIRECTIONAL

AutoCAD SHX Text

DIRECTIONAL

AutoCAD SHX Text

AutoCAD SHX Text L1

AutoCAD SHX Text

AutoCAD SHX Text 19493057441

AutoCAD SHX Text

INV 365.18

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

INV 364.74

AutoCAD SHX Text

STONE

AutoCAD SHX Text

MAC.

AutoCAD SHX Text

MAC.

AutoCAD SHX Text

STONE

AutoCAD SHX Text

MAC.

AutoCAD SHX Text

STONE

AutoCAD SHX Text

MAC.

AutoCAD SHX Text

MAC.

AutoCAD SHX Text

MAC.

AutoCAD SHX Text

BLOCK 31 LOT 14.01

AutoCAD SHX Text

N/F EAST AMWELL TOWNSHIP 256 MOUNTAIN ROAD

AutoCAD SHX Text

CONC. MONUMENT FOUND

AutoCAD SHX Text

(VARIABLE WIDTH)

AutoCAD SHX Text 20.86'

AutoCAD SHX Text 40.84'

AutoCAD SHX Text 18.43'

AutoCAD SHX Text 50.01'

AutoCAD SHX Text 49.79'

AutoCAD SHX Text R

AutoCAD SHX Text

NJ SPCS NAD'83

AutoCAD SHX Text

NJ SPCS NAD'83

AutoCAD SHX Text 08/05/25

AutoCAD SHX Text

RSO

AutoCAD SHX Text

PER NJDOT LOCAL AID REVIEW COMMENTS

MOUNTAIN ROAD

: 1 6+

P T:

P C

: 2 0+

P T: 22+

22.06

P I: 22+

82.77

OVERLAY EXISTING DRIVEWAY:

14 S.Y. HMA SURFACE COURSE,

2" THICK

OVERLAY SURFACE COURSE (ENTIRE ROADWAY):

1,800 TONS HOT MIX ASPHALT 12.5M-64 SURFACE

COURSE, 2" THICK

1,000 S.Y. HMA PAVEMENT REPAIR, 6" DEPTH (IF &

WHERE AS DIRECTED BY THE ENGINEER)

REMOVE & RESET EXISTING

MAILBOXES, SIGNS, ETC., AS

REQUIRED OR DIRECTED COST

TO BE INCLUDED IN THE SITE

CLEARING PAY ITEM (TYP.)

RESTORATION:

MATCH TO EXISTING GROUND, 1' WIDE,

WITH BORROW TOPSOIL, 5" THICK,

FERTILIZING & SEEDING, TYPE A-3 AND

STRAW MULCH (TYP.)

OVERLAY EXISTING DRIVEWAY:

17 S.Y. HMA SURFACE COURSE, 2" THICK

OVERLAY EXISTING DRIVEWAY:

15 S.Y. HMA SURFACE COURSE,

2" THICK

OVERLAY EXISTING DRIVEWAY:

48 S.Y. HMA SURFACE COURSE, 2" THICK

OVERLAY EXISTING DRIVEWAY:

6 S.Y. HMA SURFACE COURSE,

2" THICK

OVERLAY EXISTING DRIVEWAY:

18 S.Y. HMA SURFACE COURSE, 2" THICK

OVERLAY EXISTING

DRIVEWAY:

11 S.Y. HMA SURFACE

COURSE, 2" THICK

REPLACE EXISTING GRATE WITH

BICYCLE SAFE GRATE AND

INSTALL EXTENSION FRAME FOR

EXISTING INLET, TYPE E

REPLACE EXISTING GRATE WITH

BICYCLE SAFE GRATE AND

INSTALL EXTENSION FRAME

FOR EXISTING INLET, TYPE E (AS

DIRECTED BY THE ENGINEER)

INSTALL

EXTENSION FRAME

FOR EXISTING

INLET, TYPE E

INSTALL REGULATORY AND WARNING SIGN ON

BREAKAWAY SUPPORTS (IF & WHERE AS DIRECTED)

MOUNTAIN ROAD

P I: 26+

89.98

P I:

P C

: 3 5+

MATCH TO EXISTING GROUND, 1' WIDE,

WITH BORROW TOPSOIL, 5" THICK,FERTILIZING & SEEDING, TYPE A-3 AND

OVERLAY EXISTING DRIVEWAY:

12 S.Y. HMA SURFACE COURSE, 2" THICK

OVERLAY SURFACE COURSE (ENTIRE ROADWAY):

1,800 TONS HOT MIX ASPHALT 12.5M-64 SURFACE

COURSE, 2" THICK

1,000 S.Y. HMA PAVEMENT REPAIR, 6" DEPTH (IF &

WHERE AS DIRECTED BY THE ENGINEER)

REMOVE & RESET EXISTING

MAILBOXES, SIGNS, ETC., AS

REQUIRED OR DIRECTED COST

TO BE INCLUDED IN THE SITE

CLEARING PAY ITEM (TYP.)

RESTORATION:

MATCH TO EXISTING GROUND, 1' WIDE,

WITH BORROW TOPSOIL, 5" THICK,

FERTILIZING & SEEDING, TYPE A-3 AND

STRAW MULCH (TYP.)

OVERLAY EXISTING DRIVEWAY:

12 S.Y. HMA SURFACE COURSE, 2" THICK

OVERLAY EXISTING DRIVEWAY:

13 S.Y. HMA SURFACE COURSE, 2" THICK

OVERLAY EXISTING DRIVEWAY:

27 S.Y. HMA SURFACE COURSE, 2" THICK

OVERLAY EXISTING DRIVEWAY:

25 S.Y. HMA SURFACE COURSE, 2" THICK

VAN CLEEF ENGINEERING ASSOCIATES, LLC

755 MEMORIAL PKWY, SUITE 110, PHILLIPSBURG, NJ 08865

WEB: WWW.VANCLEEFENGINEERING.COM

PHONE (908) 454-3080

CERT. OF AUTHORIZATION NO. 24GA28132300

1 INCH = 30 FT

GRAPHIC SCALE

0 15 30 60

SERIAL NO. ___________

Know what's below.

Call before you dig.

or 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.

ONE CALL

NEW JERSEY

PLAN NOTATION

DATE: MAY 1, 2025

\J ob fi le \L eb an on \H un te rd on

\0 8-

Ea st

A m w el l\

M ou nt ai n

Ro ad

\D W

G \0

A N

W S_

.d w g lm or al es

/5 /2

JOB NO.

CHECKED BY:

DRAWN BY:

SCALE:

ROBERT S. O'BRIEN

NEW JERSEY PROFESSIONAL ENGINEER LICENSE NUMBER 41972

FOR

HUNTERDON COUNTY, NEW JERSEY

EAST AMWELL TOWNSHIP

PLAN VIEW STATION 17+00 THRU 35+50

MA-2024 MOUNTAIN ROAD SECTION 1

3921.003

RSO

1"=30'

Bridges/Highways Construction Inspection

Environmental Geotechnical/Dams

Landscape Architecture Local/Regional Planning

Municipal Engineering Site Development

Surveying/Aerial Drones/GIS Water/Wastewater

ENGINEERING WITH FOCUS

DATEDESCRIPTION AUTHREV

M A

LIN

E - STA

TIO

26+

M A

- S

O N

- DENOTES 2" SURFACE COURSE

OVERLAY

- DENOTES DRIVEWAY APRON

- DENOTES 2" SURFACE COURSE

OVERLAY

- DENOTES DRIVEWAY APRON

AUGUST 5, 2025

AutoCAD SHX Text

BLOCK 31 LOT 13

AutoCAD SHX Text

BLOCK 31 LOT 12

AutoCAD SHX Text

BLOCK 30 LOT 6

AutoCAD SHX Text

BLOCK 30 LOT 6.01

AutoCAD SHX Text

BLOCK 30 LOT 7

AutoCAD SHX Text

N/F CHRISTOPHER & HEIDI COX 239 MOUNTAIN ROAD

AutoCAD SHX Text

N/F THOMAS GARDNER 235 MOUNTAIN ROAD

AutoCAD SHX Text

N/F ROD COHEN & MARYELLEN KATZ 229 MOUNTAIN ROAD

AutoCAD SHX Text

N/F ROBERT BLAKE & SUSAN DECKER 234 MOUNTAIN ROAD

AutoCAD SHX Text

N/F RICHARD & GAIL MEYERS 240 MOUNTAIN ROAD

AutoCAD SHX Text

WATCH CHILD.

AutoCAD SHX Text

DIRECTIONAL

AutoCAD SHX Text

NJ852EA

AutoCAD SHX Text

NJ745EA

AutoCAD SHX Text J149

AutoCAD SHX Text

NJ2164E

AutoCAD SHX Text

NJ744EA

AutoCAD SHX Text

BLOCK 30 LOT 6.03

AutoCAD SHX Text

N/F ALLISON WOLF 241 MOUNTAIN ROAD

AutoCAD SHX Text

INV 363.41

AutoCAD SHX Text

INV 365.18

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

INV 364.74

AutoCAD SHX Text

INV 362.98

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

INV 358.30

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text

E INLET GR 359.28 INV A 357.22 INV B 357.12 INV C 357.14

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

E INLET GR 357.52

AutoCAD SHX Text

E INLET GR 358.40

AutoCAD SHX Text

24" FES INV 356.46

AutoCAD SHX Text

24" FES INV 351.50

AutoCAD SHX Text

MAC.

AutoCAD SHX Text

MAC.

AutoCAD SHX Text

MAC.

AutoCAD SHX Text

MAC.

AutoCAD SHX Text

STONE

AutoCAD SHX Text

MAC.

AutoCAD SHX Text

MAC.

AutoCAD SHX Text

STONE

AutoCAD SHX Text

STONE

AutoCAD SHX Text

BLOCK 31 LOT 11

AutoCAD SHX Text

N/F RICHARD GRAPER 228 MOUNTAIN ROAD

AutoCAD SHX Text

PIPE FOUND

AutoCAD SHX Text

PIPE FOUND

AutoCAD SHX Text

PIPE FOUND

AutoCAD SHX Text 20.21'

AutoCAD SHX Text 17.64'

AutoCAD SHX Text

(VARIABLE WIDTH)

AutoCAD SHX Text 41.50'

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

24" FES

AutoCAD SHX Text

15" FES INV 357.28

AutoCAD SHX Text

BLOCK 31 LOT 11

AutoCAD SHX Text

BLOCK 30 LOT 5.01

AutoCAD SHX Text

BLOCK 30 LOT 5.02

AutoCAD SHX Text

BLOCK 30 LOT 8

AutoCAD SHX Text

N/F ERIC & PATRICIA GERTZ 227 MOUNTAIN ROAD

AutoCAD SHX Text

N/F DOUGLAS & KAREN VENTURO 225 MOUNTAIN ROAD

AutoCAD SHX Text

N/F RICHARD ALITO & EMILIA TODOROVA 221 MOUNTAIN ROAD

AutoCAD SHX Text

N/F RICHARD GRAPER 228 MOUNTAIN ROAD

AutoCAD SHX Text

EA1959NJ

AutoCAD SHX Text

NJ873EA

AutoCAD SHX Text

NJ872EA

AutoCAD SHX Text

NJ853EA

AutoCAD SHX Text

BLOCK 31 LOT 10

AutoCAD SHX Text

N/F ROCKTOWN, LLC MOUNTAIN ROAD

AutoCAD SHX Text

INV 363.18

AutoCAD SHX Text

INV 361.73

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

INV 356.76

AutoCAD SHX Text

INV 357.93

AutoCAD SHX Text

MAC.

AutoCAD SHX Text

MAC.

AutoCAD SHX Text

MAC.

AutoCAD SHX Text

MAC.

AutoCAD SHX Text

STONE

AutoCAD SHX Text

MAC.

AutoCAD SHX Text

BLOCK 30 LOT 7

AutoCAD SHX Text

N/F ROD COHEN & MARYELLEN KATZ 229 MOUNTAIN ROAD

AutoCAD SHX Text

MAG NAIL FOUND IN CL

AutoCAD SHX Text

MAG NAIL FOUND IN CL

AutoCAD SHX Text

(VARIABLE WIDTH)

AutoCAD SHX Text 20.76'

AutoCAD SHX Text 41.50'

AutoCAD SHX Text R

AutoCAD SHX Text

NJ SPCS NAD'83

AutoCAD SHX Text

NJ SPCS NAD'83

AutoCAD SHX Text 08/05/25

AutoCAD SHX Text

RSO

AutoCAD SHX Text

: 35+

69.07

P T:

P C

: 4 1+

P T: 43+

18.66

CB-1, B INLET (45 DEGREES)

STA:44+05, 15.90 RT

TG:378.85

INV OUT:376.52

CB-2, E INLET

STA:42+15, 12.25 RT

TG:365.69

INV IN:363.19 (CB-1) E

INV OUT:363.19

OVERLAY EXISTING DRIVEWAY:

23 S.Y. HMA SURFACE COURSE,

2" THICK

OVERLAY SURFACE COURSE (ENTIRE ROADWAY):

1,800 TONS HOT MIX ASPHALT 12.5M-64 SURFACE

COURSE, 2" THICK

1,000 S.Y. HMA PAVEMENT REPAIR, 6" DEPTH (IF &

WHERE AS DIRECTED BY THE ENGINEER)

RESTORATION:

MATCH TO EXISTING GROUND, 1' WIDE,

WITH BORROW TOPSOIL, 5" THICK,

FERTILIZING & SEEDING, TYPE A-3 AND

STRAW MULCH (TYP.)

27 S.Y. HMA SURFACE COURSE, 2" THICK

OVERLAY EXISTING DRIVEWAY:

14 S.Y. HMA SURFACE COURSE,

2" THICK

OVERLAY EXISTING DRIVEWAY:

15 S.Y. HMA SURFACE COURSE, 2" THICK

OVERLAY EXISTING DRIVEWAY:

14 S.Y. HMA SURFACE COURSE, 2" THICK

REMOVE EXISTING 12" RCP

RESTORE WITH 11 C.Y. OF

DENSE-GRADED AGGREGATE BASE

COURSE, VARIABLE THICKNESS

OVERLAY EXISTING DRIVEWAY:

13 S.Y. HMA SURFACE COURSE, 2" THICK

348 L.F. 15" HDPE @ 7.5%

CONNECT TO EXISTING

E INLET INV. 337.15

193 L.F. 15" HDPE @ 7.0%

INSTALL 15" HDPE END SECTION

RESET EXISTING RIP-RAP AS DIRECTED

BY THE ENGINEER (TYP.)

RESTORE EMBANKMENT SURROUNDING B INLET

WITH TOPSOIL STABILIZER, JUTE MATTING 2:1

(MAX.) SLOPE, FERTILIZING & SEEDING, AND

STRAW MULCH AS DIRECTED BY THE ENGINEER

INSTALL 41 L.F. OF BELGIAN

BLOCK CURB

INSTALL EXTENSION FRAME

FOR EXISTING INLET, TYPE E

HMA MILLING & BASE REPAIR:

315 S.Y. HMA PROFILE MILLING, 0"-2" THICK, 7' FROM THE

EDGE OF THE EXISTING GUIDERAIL

18 C.Y. DENSE-GRADED AGGREGATE BASE COURSE, 2" THICK

UPGRADE FLARED GUIDE RAIL TERMINALS, 4 UNITS (SEE

DETAIL BELOW)

OVERLAY EXISTING DRIVEWAY:

21 S.Y. HMA SURFACE COURSE,

2" THICK

REMOVE EXISTING 15" TREE, 10" TREE AND

30" STUMP AS DIRECTED BY THE ENGINEER

REMOVE EXISTING 15"

RCP

INSTALL REGULATORY AND

WARNING SIGN ON

BREAKAWAY SUPPORTS (IF &

WHERE AS DIRECTED)

LIN

VALE R

OAD

MOUNTAIN ROAD

STA. 50+75

PROJECT LIMITS

SAW CUT PAVEMENT

TO FORM BUTT JOINT

STA. 52+25

PROJECT LIMITS

SAW CUT PAVEMENT

TO FORM BUTT JOINT

MATCH TO EXISTING GROUND, 1' WIDE,

FERTILIZING & SEEDING, TYPE A-3 AND

OVERLAY EXISTING DRIVEWAY:

11 S.Y. HMA SURFACE COURSE, 2" THICK

OVERLAY SURFACE COURSE (ENTIRE

ROADWAY):

1,800 TONS HOT MIX ASPHALT 12.5M-64

SURFACE COURSE, 2" THICK

1,000 S.Y. HMA PAVEMENT REPAIR, 6" DEPTH

(IF & WHERE AS DIRECTED BY THE ENGINEER)

REMOVE & RESET EXISTING

MAILBOXES, SIGNS, ETC., AS

REQUIRED OR DIRECTED COST

TO BE INCLUDED IN THE SITE

CLEARING PAY ITEM (TYP.)

RESTORATION:

MATCH TO EXISTING GROUND, 1' WIDE,

WITH BORROW TOPSOIL, 5" THICK,

FERTILIZING & SEEDING, TYPE A-3 AND

STRAW MULCH (TYP.)

OVERLAY EXISTING DRIVEWAY:

13 S.Y. HMA SURFACE COURSE, 2" THICK

OVERLAY EXISTING DRIVEWAY:

11 S.Y. HMA SURFACE COURSE, 2" THICK

OVERLAY EXISTING DRIVEWAY:

18 S.Y. HMA SURFACE COURSE,

2" THICK

OVERLAY EXISTING DRIVEWAY:

22 S.Y. HMA SURFACE COURSE,

2" THICK

OVERLAY EXISTING DRIVEWAY:

11 S.Y. HMA SURFACE COURSE,

2" THICK

OVERLAY EXISTING DRIVEWAY:

13 S.Y. HMA SURFACE COURSE,

2" THICK

RESTORE EMBANKMENT SURROUNDING B INLET

WITH TOPSOIL STABILIZER, JUTE MATTING 2:1

(MAX.) SLOPE, FERTILIZING & SEEDING, AND

STRAW MULCH AS DIRECTED BY THE ENGINEER

INSTALL EXTENSION FRAME FOR

EXISTING INLET, TYPE A

INSTALL 41 L.F. OF BELGIAN

INSTALL REGULATORY AND

WARNING SIGN ON

BREAKAWAY SUPPORTS (IF &

WHERE AS DIRECTED)

2'2'

TANGENT GUIDE RAIL TERMINAL:

INSTALL 50 L.F. FLARED TERMINAL, 8 POSTS

SPACED AT 6.25', GUIDE RAIL EXTRUDER &

PLASTIC COVER WITH REFLECTIVE

SHEETING - SEE DETAIL ON SHEET 8

TANGENT GUIDE RAIL TERMINAL:

INSTALL 50 L.F. FLARED TERMINAL, 8 POSTS

SPACED AT 6.25', GUIDE RAIL EXTRUDER &

PLASTIC COVER WITH REFLECTIVE SHEETING -

SEE DETAIL ON SHEET 8

TANGENT GUIDE RAIL TERMINAL:

INSTALL 50 L.F. FLARED TERMINAL, 8 POSTS

SPACED AT 6.25', GUIDE RAIL EXTRUDER &

PLASTIC COVER WITH REFLECTIVE SHEETING -

SEE DETAIL ON SHEET 8

TANGENT GUIDE RAIL TERMINAL:

INSTALL 50 L.F. FLARED TERMINAL,

8 POSTS SPACED AT 6.25', GUIDE

RAIL EXTRUDER & PLASTIC COVER

WITH REFLECTIVE SHEETING - SEE

DETAIL ON SHEET 8

CONNECT PROPOSED TANGENT TERMINAL TO

LAST EXISTING POST ON CONCRETE HEADWALL

AND REMOVE EXISTING GUIDE RAIL TERMINAL

(TYP.)

POST #1

VAN CLEEF ENGINEERING ASSOCIATES, LLC

755 MEMORIAL PKWY, SUITE 110, PHILLIPSBURG, NJ 08865

WEB: WWW.VANCLEEFENGINEERING.COM

PHONE (908) 454-3080

CERT. OF AUTHORIZATION NO. 24GA28132300

1 INCH = 30 FT

GRAPHIC SCALE

0 15 30 60

SERIAL NO. ___________

Know what's below.

Call before you dig.

or 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.

ONE CALL

NEW JERSEY

PLAN NOTATION

DATE: MAY 1, 2025

\J ob fi le \L eb an on \H un te rd on

\0 8-

Ea st

A m w el l\

M ou nt ai n

Ro ad

\D W

G \0

A N

W S_

.d w g lm or al es

/5 /2

JOB NO.

CHECKED BY:

DRAWN BY:

SCALE:

ROBERT S. O'BRIEN

NEW JERSEY PROFESSIONAL ENGINEER LICENSE NUMBER 41972

FOR

HUNTERDON COUNTY, NEW JERSEY

EAST AMWELL TOWNSHIP

PLAN VIEW STATION 35+50 THRU 53+50

MA-2024 MOUNTAIN ROAD SECTION 1

3921.003

RSO

1"=30'

Bridges/Highways Construction Inspection

Environmental Geotechnical/Dams

Landscape Architecture Local/Regional Planning

Municipal Engineering Site Development

Surveying/Aerial Drones/GIS Water/Wastewater

ENGINEERING WITH FOCUS

DATEDESCRIPTION AUTHREV

M A

- DENOTES 2" SURFACE COURSE

OVERLAY

- DENOTES DRIVEWAY APRON

- DENOTES 2" SURFACE COURSE

OVERLAY

- DENOTES DRIVEWAY APRON - DENOTES BASE MILLING & REPAIR

FLARED GUIDE RAIL TERMINAL DETAIL

SCALE: 1" = 10'

AUGUST 5, 2025

AutoCAD SHX Text

BLOCK 31 LOT 10

AutoCAD SHX Text

BLOCK 31 LOT 9

AutoCAD SHX Text

BLOCK 31 LOT 8 AND 9.02

AutoC…

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 Sep 23, 2025.