Plans_-_North_County_Line_Rd.,_Jackson_Mills_Rd._to_Bennetts_Mills_Rd.,_Twp._of_Jackson.pdf

EDQ02

EDQ01

212 - 009 - 0128

REVISIONSDATE BY CHK.

NO.

FILE

SCALE

DESIGNED

DRAWN

CHECKED

APPROVED

SHEET OF

FLD.BK. DATE

NORTH COUNTY LINE RD

TO BENNETTS MILLS RD

FROM JACKSON MILLS RD

JACKSON TOWNSHIP

ESTIMATE - DISTRIBUTION OF QUANTITIES

OCEAN COUNTY DEPARTMENT OF ENGINEERING

ESTIMATE & DISTRIBUTION OF QUANTITIES

SCALE

NOT TO

:2

8:

P M

4/

/2

RECONSTRUCTION OF

PROFESSIONAL ENGINEER

J.M.M.

BETH-ANN M. GRASSO, P.E.

NJ LICENSE NO. 24GE04312100

B.M.G.

R.M.E.APRIL 27, 2026

U

A cc ou nt s\ O

C P

B X

\O C

P B

X

Q

P

-1

R ec on st

R es ur f

C R

\D E

S

IG

N

S H

E E

T S

\E D

Q -1

.d gn

P E

N N

O N

I- H

D H

-O C

E A

N -C

O -N

J- F

U L

L -P

D F

_r m e.

P

L T

C F

G

NA

E C

O

N

E

W

JERS

Y

T N

UOC

C.D.

NJ COA NO. GA28033300

BGrasso Stamp

BGrasso Text Box 4/28/2026

BGrasso NJ Seal

312 - 009 - 0128

REVISIONSDATE BY CHK.

NO.

FILE

SCALE

DESIGNED

DRAWN

CHECKED

APPROVED

SHEET OF

FLD.BK. DATE

NORTH COUNTY LINE RD

TO BENNETTS MILLS RD

FROM JACKSON MILLS RD

JACKSON TOWNSHIP

ESTIMATE - DISTRIBUTION OF QUANTITIES

OCEAN COUNTY DEPARTMENT OF ENGINEERING

ESTIMATE & DISTRIBUTION OF QUANTITIES

SCALE

NOT TO

:2

8:

P M

4/

/2

RECONSTRUCTION OF

PROFESSIONAL ENGINEER

J.M.M.

BETH-ANN M. GRASSO, P.E.

NJ LICENSE NO. 24GE04312100

B.M.G.

R.M.E.APRIL 27, 2026

U

A cc ou nt s\ O

C P

B X

\O C

P B

X

Q

P

-1

R ec on st

R es ur f

C R

\D E

S

IG

N

S H

E E

T S

\E D

Q -2

.d gn

P E

N N

O N

I- H

D H

-O C

E A

N -C

O -N

J- F

U L

L -P

D F

_r m e.

P

L T

C F

G

NA

E

W

JERS

N

UOC

C.D.

NJ COA NO. GA28033300

BGrasso Stamp

BGrasso Text Box 4/28/2026

TS01

TS01

MAY VARY.

FOR ILLUSTRATIVE PURPOSES ONLY. ACTUAL CONDITIONS

THE EXISTING ASPHALT AND GRAVEL LAYERS SHOWN ARE 2.

ADDITIONAL 4" HOT MIX ASPHALT BASE COURSE.

6" DENSE GRADED AGGREGATE BASE COURSE AND THE

EXCAVATE AN ADDITIONAL SIX (6) INCHES AND CONSTRUCT

DIRECTION OF THE ENGINEER, THE CONTRACTOR SHALL

THE EXPOSED SOIL OR GRAVEL IS UNACCEPTABLE, AT THE

AND CONSTRUCT 4" HOT MIX ASPHALT BASE COURSE. IF

DIRECTION OF THE ENGINEER, SHALL MILL AN ADDITIONAL 4"

GRAVEL OR SOIL AGGREGATE, THE CONTRACTOR, AT THE

BREAKS THROUGH THE EXISTING ASPHALT AND EXPOSES

UNSATISFACTORY CONDITION OR THE MILLING MACHINE

UNDERLYING EXISTING ASPHALT PAVEMENT IS OF

DURING THE COMPULSORY MILLING OPERATIONS, IF THE 1.

NOTES:

12 - 009 - 0128

REVISIONSDATE BY CHK.

NO.

FILE

SCALE

DESIGNED

DRAWN

CHECKED

APPROVED

SHEET OF

FLD.BK. DATE

NORTH COUNTY LINE RD

TO BENNETTS MILLS RD

FROM JACKSON MILLS RD

JACKSON TOWNSHIP

TYPICAL SECTIONS

SCALE

NOT TO

:2

8:

P M

4/

/2

RECONSTRUCTION OF

PROFESSIONAL ENGINEER

J.M.M.

BETH-ANN M. GRASSO, P.E.

NJ LICENSE NO. 24GE04312100

B.M.G.

R.M.E.APRIL 27, 2026

U

A cc ou nt s\ O

C P

B X

\O C

P B

X

Q

P

-1

R ec on st

R es ur f

C R

\D E

S

IG

N

S H

E E

T S

\T S

-1 .d gn

P E

N N

O N

I- H

D H

-O C

E A

N -C

O -N

J- F

U L

L -P

D F

_r m e.

P

L T

C F

G

NA

E

W

JERS

N

UOC

C.D.

NJ COA NO. GA28033300

SHOULDER

8' & VARIES

TRAVEL LANE

12'

13'

Exist. 50' & VARIES R.O.W.Exist. 50' & VARIES R.O.W.

Exist. R.O.W. ¡

E x is t.

R

.O .W

SHOULDER

8' & VARIES

MEDIAN

16' & VARIES

6" W 45

6" W

TYP.TYP.

2" THICK

2" DEPTH

(Where Shown)

Exist. Curb

Exist. 70' & VARIES R.O.W.

(Where Shown)

Exist. Curb

(Where Shown)

Exist. Curb

MEDIAN

16' & VARIES

(Where Shown)

Exist. Curb

MEDIAN

22' & VARIES

2" THICK

2" DEPTH

Exist. Curb

NORTH COUNTY LINE

STA. 151+35.00 TO 160+00

NOT TO SCALE

RAMP

NOT TO SCALE

(Where Shown)

Exist. Curb

6" W45 6" W

TYP. TYP.

2" THICK

2" DEPTH

6" W

TYP.

6" W

TYP.

6" W

TYP.

2" THICK

2" DEPTH

SHOULDER

8' & VARIES

LANE

13' & VARIES

12' & VARIES

13' & VARIES

Exist. Curb

Existing Surface Course 2" Thick

Existing Bit. Base Course 4" Thick

Existing Gravel Base Course 6" Thick

Existing Surface Course 2" Thick

Existing Bit. Base Course 4" Thick

Existing Gravel Base Course 6" Thick

Exist. Ground

Exist. GroundExis

t. Gr ound

Exis

t. Gr ound Exist. Ground

Exist. R.O.W. ¡

E x is t.

R .O

.W

E x is t.

R .O

.W

(Where Shown)

Exist. Curb

(Where Shown)

Exist. Curb

Existing Surface Course 2" Thick

Existing Bit. Base Course 4" Thick

Existing Gravel Base Course 6" Thick

Existing Surface Course 2" Thick

Existing Bit. Base Course 4" Thick

Existing Gravel Base Course 6" Thick

STA. 182+70.37 TO STA. 189+20.25

STA. 195+50.19 TO 214+54

STA. 242+78.32 TO 249+29.54

STA. 255+26.72 TO STA. 269+43.13

VARIES

VARIES

VARIES

VARIES

VARIES

VARIES

VARIES

VARIES

VARIES

VARIES

SHOULDER

8' & VARIES

LANE

13' & VARIES

12' & VARIES

13' & VARIES

Exist. 70' & VARIES R.O.W.

(Where Shown)

Exist. Curb

(Where Shown)

Exist. Curb

MEDIAN

16' & VARIES

(Where Shown)

Exist. Curb

Exis

t. Gr ound

6" W

TYP.

6" W

TYP.

6" W

TYP.

2" THICK

2" DEPTH

Exist. R.O.W. ¡

E x is t.

R .O

.W

Existing Surface Course 2" Thick

Existing Bit. Base Course 4" Thick

Existing Gravel Base Course 6" Thick

VARIES

VARIES

VARIES

VARIES

SHOULDER

8' & VARIES

Exist. 50' & VARIES R.O.W.

6" W 45

6" W

TYP.TYP.

2" THICK

2" DEPTH

(Where Shown)

Exist. Curb

Exis

t. Gr ound

E x is t.

R .O

.W

Existing Surface Course 2" Thick

Existing Bit. Base Course 4" Thick

Existing Gravel Base Course 6" Thick

VARIES

VARIES

VARIES

4" Y

TYP.

Exist. 50' & VARIES R.O.W.

E x is t.

R

.O .W

SHOULDER

8' & VARIES

(Where Shown)

Exist. Curb

6" W45 6" W

TYP. TYP.

2" THICK

2" DEPTH

Existing Surface Course 2" Thick

Existing Bit. Base Course 4" Thick

Existing Gravel Base Course 6" Thick

Exist. Ground

VARIES

VARIES

VARIES

4" Y

TYP.

NORTH COUNTY LINE

STA. 160+00 TO 182+70.37

NOT TO SCALE

STA. 238+00 TO 242+78.33

STA. 269+43.13 TO STA. 274+57.35

STA. 297+33.36 TO STA. 301+85.00

NORTH COUNTY LINE

STA. 189+20.25 TO 195+50.19

NOT TO SCALE

STA. 249+29.54 TO 255+26.72

STA. 276+47.17 TO 282+89.89

VARIES

TRAVEL LANE

12'

4" Y

TYP.

TRAVEL LANE

12'

TRAVEL LANE

12'

4" Y

TYP.

4" Y

TYP.

TRAVEL LANE

12'

TRAVEL LANE

12'

4" Y

TYP.

TRAVEL LANE

12'

STA. 282+89.89 TO STA. 297+33.36

STA. 274+57.35 TO STA. 276+47.17

STA. 234+00.00 TO 242+78.32

BGrasso Stamp

BGrasso Text Box 4/28/2026

Stamp

BGrasso Text Box 4/28/2026

(C) (F)

5+00

Existing PROPOSED

Square Frame, Circular Cover New Manhole Casting, C.M. Headwall R.C. End Section or

Ditch DITCH

(Inlet or Manhole) Cast Iron Extension (Frame or Ring)

Swamp

PROPOSEDExisting

Light Pole

High Point

Low Point

Bench Mark

TOPOGRAPHICAL FEATURES

LINEAR FEATURES

DOT Inlet

Water Valve

Gas Valve

SFT - Signalized Traffic Foundation

SPF - Signalized Traffic Foundation

Junction Box 20" Round

Deciduous Tree

Shrubs

RESET

Conifer Tree

Fire Hydrant

Headwall

Headwall with Apron

Manhole (Assorted Utilities)

Flat Grate Inlet

Standard Inlet

Lamp Post

Sign

Street Sign

Soil Boring

(Type & Number) Utility Pole with Light

Utility Pole (Type & Number)

Test Pit

Traffic Controller

Junction Box 18"x 36"

Stop Sign

STANDARD LEGEND

NA

E

W

JERS

N

UOC

(C)(F)

(SIZE & TYPE)(Size & Type)

\ 10+00

Monument Found

PK Nail Found

GPS Monument Found

BM

Existing R.O.W. Line PROPOSED R.O.W. LINE

TSDG

G

W

STOP

JB

JB

JB

JB

PL PL

OH

W

G

Wetlands Limit / Points

Utility Line Water (Size)

Utility Line Telephone

Utility Line Sanitary Sewer

Utility Line Overhead

Utility Line Gas (Size)

Utility Line Fiber Optic

Utility Line Electric Conduit

Utility Line Cable TV

Tree Line

Swale

Slope Line

Silt Fence

Sidewalk (Concrete)

Sidewalk (Asphalt)

Right of Way (R.O.W.)

Railroad Tracks

Property Line

Wall (Retaining, Noise)

Municipal or County Line

Limit of Disturbance

Landscape Hedges

Guide Rail (Right)

Guide Rail (Left)

Floating Turbidity Barrier

Fence (Reset)

Fence (Type)

Edge of Water

Edge of Trail

Edge of Pavement

Easement Line

Driveway (Unpaved)

Driveway (Paved)

Drainage Pipe (Size)

Ditch

Curb (Belgian Block)

Curb (Concrete)

Curb (Asphalt)

Contours (5,10)

Contours (1,2,3)

Centerline of Road

Centerline of Stream

Bank, Top of

Bank, Bottom of

Bulkhead

Base Line Stationing B.M.

B.T.

HT.

HYD.

INV.

BASELINE

BENCH MARK

BELL TELEPHONE

BITUMINOUS

GRATE

HEIGHT

HYDRANT

INVERT

JUNCTION BOX

H.W.

RADIUS

REINFORCED CONCRETE CULVERT PIPE

REINFORCED CONCRETE PIPE

RIGID METALLIC CONDUIT

RIGID NON-METALLIC CONDUIT

RIGHT OF WAYROW, R.O.W.

RCCP, R.C.C.P.

RCP, R.C.P.

RMC, R.M.C.

RNMC, R.N.M.C.

IP IRON PIN

PROP.

POINT ON CURVE

POINT ON LINE

POINT ON TANGENT

PROPOSED

POINT OF TANGENCY

POINT OF VERTICAL INTERSECTION

POINT OF VERTICAL TANGENCY, PAVEMENT

POT, P.O.T.

PK

POC, P.O.C.

POL, P.O.L.

PT, P.T.

PVI, P.V.I.

PVT, P.V.T.

PARKER KAYLON MASONRY NAIL

POLYVINYL CHLORIDE PIPE,

POINT OF VERTICAL CURVATURE

DE

DIAMETER

DITCH EXCAVATION

D, DIA.

CONC. CONCRETE

T

TEL.

TEMP.

TYP.

U.D.

VAR.

TANGENT

TELEPHONE

TEMPORARY

THICK

TYPICAL

UNDERDRAIN

UTILITY POLE

VARIABLE, VARIES

UP, U.P.

THK., TH.

W.C.V.C. WHITE CONCRETE VERTICAL CURB

HEADWALL

EASTBOUND, WESTBOUND

NORTHBOUND, SOUTHBOUND

CENTERLINE

CAST IRON PIPE

CORRUGATED METAL PIPE

CULV. CULVERT

DEP., DP DEPRESSED CURB

DWY DRIVEWAY

EL., ELEV. ELEVATION

LIMIT OF MILLING

M.B. MAILBOX

MAX. MAXIMUM

MIN. MINIMUM

LEFT, RIGHTLT., RT.

NOT TO SCALE

PERF. PERFORATED

ROUTE

SIDEWALK

SHOULDERSHLD.

TBA TO BE ABANDONED

TBR TO BE REMOVED

X-SECT CROSS SECTION

SURVEY LINE

C.M.P.

C.I.P.

J.B.

N.T.S.

S.O.D.

PROPERTY LINE, PROFILE LINE

BIT., BITUM.

L.O.D.

L.O.M.

BLDG. BUILDING

EXIST. EXISTING

PAV'T. PAVEMENT

PRC, P.R.C. POINT OF REVERSE CURVE

RTE., RT.

S.H.D. STATE HIGHWAY DEPARTMENT

NO. NUMBER

R.R. RAILROAD

\, B.L.

{, C.L.

|, P.L.

}, S.L.

N.B., S.B.

E.B., W.B.

L.O.P. LIMIT OF PAVEMENT (PAVING)

LIMIT OF DISTURBANCE

Concrete Driveway

Roadway Excavation

(base, surface or intermediate course) Area Of Reconstruction

H.M.A. HOT MIX ASPHALT

UN. UNIT

H.D.P.E.P. HIGH DENSITY POLYETHYLENE PIPE

C.Y. CUBIC YARD

GAL. GALLON

L.F. LINEAR FOOT, LINEAR FEET

S.F.

S.Y.

SQUARE FOOT, SQUARE FEET

SQUARE YARD

TN. TONL.P. LIGHT POLE

MISCELLANEOUS SYMBOLS DOUBLE REFERENCE CODES

ABBREVIATIONS USED IN THIS CONTRACT

N.T.S.

GR., GRT.

E.O.P. EDGE OF PAVEMENT

F.C. FLUSH CURB

SW.

GUTTERG

PVC, P.V.C.

PVCP, P.V.C.P.

R, RAD.

SANITARY SEWERSAN. SEW.

TC

TCD

TOP OF CURB

TOP OF DEPRESSED CURB

W.V. WATER VALVE

SUBBASE OUTLET DRAIN

N

North Arrow To Be Used On Plan Sheets

TS01

TS21 CODES BELOW LOCATED IN BOX ON TITLE BLOCKS

Pay Items Used On Plan Sheets

ED

ADA

CD

X

TSP

E

TSS

TCP

GP

ET

G

DU

TIE

ECS

C

GN

SL

PSI

TS

EQ

- ELECTRICAL DETAILS

- ADA CURB RAMP DETAILS

- CONSTRUCTION DETAILS

- CROSS SECTIONS

- TRAFFIC SIGNAL PLANS

- ELECTRICAL PLANS

- TRAFFIC SIGNING & STRIPING PLANS

- TRAFFIC CONTROL DETAILS (AND STAGING PLANS)

- GENERAL PARCEL MAP

- ENTIRE TRACT MAP

- GRADES

- DRAINAGE, GRADING, AND SEDIMENT & EROSION CONTROL PLANS

- TIES

- EROSION & SEDIMENT CONTROL NOTES & DETAILS

- CONSTRUCTION PLANS (PROFILES MAY BE INCLUDED)

- GENERAL NOTES & S.C.D. NOTES

- STANDARD LEGEND

- PLAN SHEET INDEX

- TYPICAL SECTIONS

- ESTIMATE & DISTRIBUTION OF QUANTITIES (ROADWAY)

Asphalt Driveway

Concrete Sidewalk, 4" Thick

(topsoil, fertilizing, seeding and mulch)

Turf Repair

OCEAN COUNTY ENGINEERING DEPARTMENT NA

E

W

JERS

N

UOC

4/

/2

$T

IM

E

SL01

SL01

Bridge

Proposed

Bridge Approach Slabs and Transition Slabs

12 - 009 - 0128

REVISIONSDATE BY CHK.

NO.

FILE

SCALE

DESIGNED

DRAWN

CHECKED

APPROVED

SHEET OF

FLD.BK. DATE

NORTH COUNTY LINE RD

TO BENNETTS MILLS RD

FROM JACKSON MILLS RD

JACKSON TOWNSHIP

SCALE

NOT TO

:2

8:

P M

4/

/2

RECONSTRUCTION OF

PROFESSIONAL ENGINEER

J.M.M.

BETH-ANN M. GRASSO, P.E.

NJ LICENSE NO. 24GE04312100

B.M.G.

R.M.E.APRIL 27, 2026

U

A cc ou nt s\ O

C P

B X

\O C

P B

X

Q

P

-1

R ec on st

R es ur f

C R

\D E

S

IG

N

S H

E E

T S

\S L

-1 .d gn

P E

N N

O N

I- H

D H

-O C

E A

N -C

O -N

J- F

U L

L -P

D F

_r m e.

P

L T

C F

G

NA

E

W

JERS

N

UOC

C.D.

NJ COA NO. GA28033300

STANDARD LEGEND

BGrasso Stamp

BGrasso Text Box 4/28/2026

12 - 009 - 0128

REVISIONSDATE BY CHK.

NO.

FILE

SCALE

DESIGNED

DRAWN

CHECKED

APPROVED

SHEET OF

FLD.BK. DATE

NORTH COUNTY LINE RD

TO BENNETTS MILLS RD

FROM JACKSON MILLS RD

JACKSON TOWNSHIP

:2

8:

P M

4/

/2

RECONSTRUCTION OF

PROFESSIONAL ENGINEER

J.M.M.

BETH-ANN M. GRASSO, P.E.

NJ LICENSE NO. 24GE04312100

B.M.G.

R.M.E.

S.E.&S.C. NOTES

APRIL 27, 2026

U

A cc ou nt s\ O

C P

B X

\O C

P B

X

Q

P

-1

R ec on st

R es ur f

C R

\D E

S

IG

N

S H

E E

T S

\E C

S -1

.d gn

P E

N N

O N

I- H

D H

-O C

E A

N -C

O -N

J- F

U L

L -P

D F

_r m e.

P

L T

C F

G

SCALE

NOT TO

NA

E

W

JERS

N

UOC

C.D.

NJ COA NO. GA28033300

OCEAN COUNTY ENGINEERING DEPARTMENT NA

E

W

JERS

N

UOC NA

E

W

JERS

N

UOC

SOIL CONSERVATION DISTRICT NOTES

4/

/2

$T

IM

CONSTRUCTION MATERIALS

ITEM DURATION (Working Days)CONSTRUCTION SEQUENCE

2 Days

4 Days

5 Days

8 Days

10 Days

14 Days

10 Days

30 Days

5 Days

7 Days

2 Days

REMOVAL OF SEDIMENT CONTROL DEVICES UPON PERMANENT STABILITY OF DISTURBED SURFACES.11.

REMOVAL OF TRAFFIC CONTROL DEVICES.10.

INSTALL TEMPORARY AND/OR PERMANENT SEEDING, FERTILIZER, LIME, AND MULCH.9.

APPLY TOP SOIL TO AN AVERAGE DEPTH OF 5" (4" MINIMUM) LIMITED IN PLACE (SEE STANDARD "TOPSOILING" PG 8-2).8.

FINAL MILL/PAVE, INSTALL SIGNING AND STRIPING.7.

REMOVE/INSTALL GRADING CURB/SIDEWALK, AND ROADWAY CONSTRUCTION.6.

REMOVE EXISTING TRAFFIC SIGNAL(S).5.

CONSTRUCT TRAFFIC SIGNAL(S) AND ACTIVATE.4.

CLEAR SITE & PERFORM TEST PITS.3.

SET UP TRAFFIC CONTROL DEVICES.2.

INITIATION OF LAND DISTURBANCE ACTIVITIES. ALL TEMPORARY SOIL EROSION MEASURES MUST BE INCLUDED.

INSTALLATION OF TEMPORARY SOIL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSTALLED AT THE 1.

NOTE:

DAILY SWEEPING AND STREET MAINTENANCE/DAILY BACKFILLING OF TRENCHES WITH IMMEDIATE STABILIZATION SHALL BE PERFORMED.2.

THESE CONTROL DEVICES SHALL BE REMOVED ONLY WHEN UPSTREAM CONTRIBUTING CONSTRUCTION AREA HAVE BEEN STABILIZED.

SEDIMENT CONTROL DEVICES AND TEMPORARY GROUND COVER SHALL BE MAINTAINED THROUGHOUT THE PROJECT DURING CONSTRUCTION. 1.

enhance quality of permanent vegetative cover.

Prune trees and shrubs to remove dead or damaged branches. Remove undesirable or invasive plants to maintain integrity of the landscape and 8.

Fire hazard is greater where dry vegetation has accumulated. The taller the vegetation, the greater the hazard.7.

accomplished by using herbicides or mechanical methods.

infestation by weed and woody plants. These should be controlled, since they often reduce drainage way efficiency. Control of weeds or brush is weeds or brush that can be tolerated in any vegetated area depends upon the intended use of the land. Drainage ways are subject to rapid at heights below 2.5 inches and at intervals greater than 7 days. Brush invasion is a common consequence of lack of mowing. The amount of

Weed invasion may result from abusive mowing and from inadequate fertilizing and liming. Many newly established grasses will not survive if mowed 6.

See the Standard for Permanent Vegetative Stabilization for specific requirements in the PNR

Fertilization and additions of other soil amendments are not recommended for managing native vegetation such as in the Pinelands National Reserve. 5.

http://njaes.rutgers.edu/county/.extension office for details on soil testing and fertilization and pest control recommendations online at

Lime requirement should be determined by soil testing every 2 or 3 years. Fertilization may increase the need for liming. Contact the local county 4.

will require more frequent fertilization but at lower nutrient rates per application.

Fertilizer and lime should be applied as needed to maintain a dense stand of desirable species. Frequently mowed areas and those on sandy soils 3.

Incorporation of organic matter (for example, mature compost) into the soil will substantially reduce the need for fertilizer and irrigation inputs.2.

Vegetative Cover, Table 4-3.

may be left unmowed to permit natural succession. See pg. 4-13 footnote #4, Maintenance Levels A, B, C and D in the Standard for Permanent so the vegetation is not smothered. Burning of naturalized areas is another procedure used to manage naturalized turfs. Low maintenance (D) areas disturbing ground nesting birds. The large amount of clipping debris generated by mowing naturalized areas will need to be removed and/or dispersed

Mowing of naturalized areas is typically done at heights no less than 4 inches and should not be done between April 1st and July 15th to avoid turf mixtures can be managed as naturalized stands requiring only one (cool season mixtures) or two (warm season mixtures) mowings per year.

Return clippings from mowing (mulching mower) to the turf to reduce the amount of fertilizer needed to maintain the turf by as much as 50%. Some such as lawns, certain recreation fields, and picnic areas, mowing will be frequent (2 to 7 day intervals) and typically at a height of 2.5 to 3 inches.

Mowing is a recurring practice and its intensity depends upon the function of the ground cover. On high to moderate (A to B) maintenance areas, 1.

VEGETATION MAINTENANCE NOTES

SOIL COMPACTION MITIGATION NOTES

the sequence of construction.

depth) is proposed as part of Soil compaction testing is not required if/when subsoil compaction remediation (scarification/tillage 6" minimum 3.

substituted subject to District approval.

(cables, irrigation systems, etc.). In the alternative, another method as specified by a New Jersey Licensed Professional Engineer may be

Restoration of compacted soils shall be through deep scarification/tillage (6" minimum depth) where there is no danger to underground utilities 2.

of permanent vegetative cover.Procedures shall be used to mitigate excessive soil compaction prior to placement of topsoil and establishment 1.

2014 Errata

Page 27-3 Figure 27-1 refers to table 29-1 when it should refer to table 27-1.8.

Page 26-4 Engineering-Grading Section. Slope Protection Standards should be page 25-1 not 27-1.7.

release of the 2014 Standards. It has been corrected as of 3/4/2014.

Page 12-2 The equation for apron length for tailwater conditions greater than ½Do shoes an extra Do term in the numerator on the original 6.

should be ignored.

Page 7-1, 2.A. Liming rates shall be established via soil testing. The default rate given in Section 2A, 4th sentence regarding liming a 2 TPA 5.

Page 6-2. Table 6-1 should be ignored and liming rates should be established via soil testing.4.

Standard of Topsoiling, 1999.

Page 6-1 item 6.1B shows a topsoil depth of 6" required. This should be consistent with topsoil depth of 5" recommended as noted in the 3.

Page 4-6, Title of table is missing. It should be "Table 4-3"/2.

Pages 3-1, 4-2 (3x), 4-4, 4-5 and 4-11 refer to "Table 4-3" which should be "Table 4-2".1.

TYPE A-5 SEED MIXTURE, apply at a rate of 305 lbs./acre.D.

If construction occurs during the non-growing season, refer to the mulch only Note #6 of the Construction Notes.c.

by the manufacturer and remain tacky until germination of grass.

and curing shall no longer be soluble or dispersible in water. It shall be applied at rate and weather conditions recommended

Synthetic Binders - High polymer synthetic emulsion, miscible with water when diluted and following application to mulch, drying 2.

based gels shall be applied at rates and weather conditions recommended by the manufacturer.

vegetable gel shall be physiologically harmless and not result in a phytotoxic effect or impede growth of turf grass. Vegetable a gel and when applied to mulch under satisfactory curing conditions will form membraned networks of insoluble polymers. The

Organic and Vegetable Based Binders - Naturally occurring, powder based, hydrophilic materials that mixed with water formulates 1.

Use one of the following:b.

should be uniform in appearance.

Applications should be heavier at edges where wind catches the mulch, in valleys and at crests of banks. Remainder of area a.

Liquid Mulch-Binders4.

penetration should be about 3 to 4 inches. On sloping land, the operation should be on the contour.

This practice affords maximum erosion control, but its use is limited to those slopes upon which the tractor can operate safely. Soil

Crimper Mulch Anchoring Coulter Tool - A tractor -drawn implement especially designed to punch and anchor mulch into the soil surface. 3.

available in rolls 4 feet wide and up to 300 feet long.

Mulch Nettings - Staple paper, cotton or plastic netting over mulch. Use a degradable netting in areas to be mowed. Netting is usually 2.

square pattern. Secure twine around each peg with two or more round turns.

may be driven before or after applying mulch. Secure mulch to soil surface by stretching twine between pegs in a crisscross and a

Peg and Twine - Drive 8 to 10 inch wooden pegs to within 2 to 3 inches of the soil surface every 4 feet in all directions. Stakes 1.

and steepness of slopes.

mulch to minimize loss by wind and water. This may be done by one of the following methods, depending upon the size of the area

Mulching Anchoring - for both permanent and temporary stabilization - should be accomplished immediately after placement of hay or straw C.

applied at the rate of 1 to 2 Tons per Acre.

Straw mulch shall be uniformly spread at a rate of 70 to 90 lbs/1,000 sq. ft. for both permanent and temporary stabilization. Mulch is B.

on site will be maximized.

emergence. This is the preferred method. When performed on the contour, sheet erosion will be minimized and water conservation

After seeding, liming the soul with a corrugated roller will assure good seed-to-soil contact, restore capillary, and improve seeding 9.

dragging. Depth of seed placement may by ¼ inch deeper on coarse textured soil.

drilled, hydroseeded or cultipacked seedings, seed shall be incorporated into the soil, to a depth of ¼ to ½ inch, by raking or

(Conventional Seeding) Apply seed uniformly by hand, cyclone (centrifugal) seeder, drop seeder, drill or cultipacker seeder. Except for 8.

Standards for Soil Erosion and Sediment Control in New Jersey.

Inspect site just before seeding. If traffic has left the soil compacted, the area must be retilled and firmed in accordance with the7.

equipment. The final operations should be on the general contour and continued until a uniform seedbed is prepared.

Work lime and fertilizer into the topsoil as nearly as practical to a depth of 4 inches with disc, spring-tooth harrow, or other suitable6.

Note #6, for Mulch Only Requirements.

Fertilizer, 10-20-10, apply at a rate of 11 lbs/100 square feet or 500 lbs/acre for temporary stabilization. See "SCD 20 Notes" b.

Fertilizer, 10-10-10, apply at a rate of 11 lbs/1000 square feet or 500 lbs/acre for permanent stabilization.a.

Sediment Control N.J. 7th Edition, January 2014, revised July 2017.

The Contractor shall test the soil and incorporate limestone, as needed, with the fertilizer per the Standards for Soil Erosion and 5.

Standard for Topsoiling.

dry enough to work without damaging soil structure. Topsoil shall be amended with organic matter, as needed, in accordance with the

For permanent vegetative cover, apply topsoil to a uniform depth of 5 inches (unsettled). Topsoil should be handled only when it is4.

sediment basins, and waterways.

Install needed erosion control practices or facilities such as diversions, grade-stabilization structures, channel stabilization measures, 3.

Land Grading.

Immediately prior to seeding and topsoil application, the subsoil shall be evaluated for compaction in accordance with the Standard for2.

mulch anchoring. All grading should be done in accordance with Standard for Land Grading.

Grade as needed and feasible to permit the use of conventional equipment for seedbed preparation, seeding, mulch application, and1.

Control in N.J. 7th Edition, January 2014, revised July 2017.

The Contractor shall test the soil and incorporate limestone, as needed, with the fertilizer per The Standards for Soil Erosion and Sediment A.

KIND OF SEED POUNDS PER ACRE

SQ. FT.

POUNDS PER 1,000

Perennial Ryegrass (blend)

KY Bluegrass (blend)

Tall Fescue 6

0.5

0.5

Established Permanent Vegetation Means 80% Vegetative Coverage with the Specified Mixture for Seeded Area and Mowed Once.K.

A 5" Average Depth of Topsoil is Required, Firmed in Place.J.

774-46 and having a minimum grab tensile strength of 130 pounds and a water permeability rate of at least 0.02 cm/sec.

Permealiner or equivalent) meeting the following specifications: A.S.T.M.D. 1910, A.S.T.M.D. 1777, A.S.T.M.D. 1682, A.S.T.M.D. 2263 and A.S.T.M.D.

Geotextile roadway underlayment shall be woven or non-woven polypropylene or polyester fabric (Bidim C28, Mirafi 140, Supac 5-P, Staff M-1195I.

thickness of P.V.C. coating excluded.

Wire for Wire-enclosed Riprap. All wire gauges are subject to a tolerance of +/- 2.50% of the manufacturer's stated specifications, the H.

size of stone, measured normal to the slope, shall not exceed the mat thickness.

be well graded within the sizes available and 70 percent, by weight, and smallest stone shall exceed the wire mesh opening. The maximum

Stone used for wire-enclosed riprap shall meet the requirements of dumped riprap except for size and gradation of stone. Stone used shall together and anchored to the ground. A plastic filter cloth shall be placed on the prepared area where gabions are in contact with soil.

Stone for Wire-enclosed Riprap. Wire-enclosed riprap consists of mats or baskets fabricated from wire mesh, filled with 4" stone, connected G.

weed seeds.

Mulch chopper-blowers must not grind the mulch. Hay mulch is not recommended for establishing fine turf or lawns due to the presence of except that where a crimper is used instead of liquid mulch-binder (lacklilying or adhesive agent), the rate of application is 3 tons/acre.

permanent and temporary stabilization. Unrotted small grain straw, hay free of seeds, applied at the rate of 1-1/2 to 2 tons per acre

Mulching is required on all seeding. Spread mulch uniformly by hand or mechanically at a rate of 70 to 90 lbs/1000 square feet for bothF.

Temporary Seeding Rates a.)

Irrigation is provided to ensure successful germination.

Temporary seeding mix to be perennial rye grass. Application rate shall be 1.0 pound/1000 square feet or 100 pounds/acre.E.

January 2014 7th Edition, revised February 2017".

For additional dates and seed mixtures refer to section 4 of "The Standards for Soil Erosion and Sediment Control in New Jersey, Recommended seeding period for Zone 6b is 8/15 - 10/15 and for Zones 7a and 7b is 8/15 - 10/30.

Rye or Oat grain shall be sown with Type A-5 Seed Mixture at the rate of 10 lbs. per acre.

TOPSOILING NOTES

Topsoil shall be amended with organic matter, as needed, in accordance with Standards for Topsoiling.4.

the minimum coverage may require additional work to be performed.

that permanent vegetative cover becomes established on at least 80% of the soils to be stabilized with vegetation. Failure to achieve

Pursuant to the requirements in Section 7 of the Standard for Permanent Vegetative Stabilization, the contractor is responsible to ensure 3.

A uniform application to an average depth of 5" (minimum 4") firmed in place is required.2.

Topsoil should be handled only when it is dry enough to work without damaging soil structure.1.

with the State Standards for Soil Erosion and Sediment Control in New Jersey.

The Ocean County Soil Conservation District may require additional soil erosion measures to be installed as directed by the district inspector, in accordance 13.

for Soil Erosion and Sediment Control in N.J. 7th Edition, January 2014, revised July 2017.

If acid producing soils are encountered during construction, refer to Standard for Management of High Acid-Producing Soils Chapter 1-1, of the Standards 12.

wetlands, open bodies of water, etc. in accordance with the State Standards for Soil Erosion and Sediment Control in New Jersey.

The Contractor shall be responsible for placing silt fence in areas that may be subject to sediment build up from construction, i.e. along swales, streams, 11.

Additional measures will be required if erosion develops.10.

8-2 (sec. 3 D), 19-2 (last paragraph), 38-8 (4th paragraph), and 38-12 (1st paragraph) serve to help minimize soil compaction and reduce maintenance needs.

permanent vegetative cover, land grading, and construction of infiltration structures. The text found on pages 4-2 (sec. 2 C), 6-2 (Sec. 2 D), 7-1 (sec 1 C), The Standards for Soil Erosion and Sediment Control in New Jersey have specific requirements for topsoiling, the installation of sod, temporary and/or 9.

Basin must be properly constructed and permanently stabilized, and conduit outlet protection installed, prior to the drainage system becoming operational.8.

basin shall be deeply tilled with a rotary tiller or disc harrow and smoothed over with a leveling drag or equivalent grading equipment.

equipment, preferably with tracks or over-sized tires rather than the normal rubber tires. Once the final construction phase is reached, the floor of the

To prevent compaction of the stormwater basins subsoil which will reduce its infiltration capacity, basins should be excavated with light earth moving 7.

All seed must be drilled or raked to a depth of " to " below the surface of the soil. Depth of seed placement may be 1/4" deeper on course-textured soil.6.

Erosion and Sediment Control in New Jersey.

Inspect site just before seeding. If traffic has left the soil compacted, the area must be retilled and firmed in accordance with the Standards for Soil 5.

due to the sandy nature of the subsoils in this project.

The dry method (conventional seeding) and not the hydraulic method (hydroseeding) shall be the ONLY acceptable method to place seed and fertilizer 4.

between the topsoil and subsoil.

Immediately prior to topsoiling, the surface should be scarified 6" to 12" where there has been soil compaction. This will help ensure a good bond 3.

shall comply with all soil conservation district standards.

All disturbed areas resulting from soil stockpiles and construction yards shall be permanently stabilized prior to completing the project. The contractor 2.

Control in N.J. 7th Edition, January 2014, revised July 2017.

maintenance of temporary and permanent soil erosion and sedimentation control devices, as required by the Standards for Soil Erosion and Sediment

During the construction contract period, the Contractor, under the direction of the Ocean County Engineer, shall be responsible for the construction and 1.

CONSTRUCTION NOTES

Spray on adhesives: on mineral soils (not effective on muck soils). keep traffic off these areas dust.

Pg. 4-1, and Permanent Stabilization with Sod, Pg. 6-1.

Vegetative cover: see Standards for Temporary Vegetative Cover, Pg. 7-1, Permanant Vegetative Cover for Soil Stabilization, mulches only, pg. 5-1.

Mulches: see the Current Standards for Soil Erosion and Sediment Control in New Jersey (standards) for stabilization with the following methods should be considered for controlling dust:

Planning criteria:

construction sites and subsequent blowing and deposition into local surface water resources.

remove from water once it becomes suspended. use of this standard will help to control the generation of dust from

Water quality enhancement: sediments deposited as "dust" are often fine colloidal material which is extremely difficult to and off-site damage is likely without treatment. consult with local municipal ordinances on any restrictions.

Condition where practice applies: this practice is applicable to areas subject to dust blowing and movement where on-site health hazards, and improve traffic safety.

Purpose: to prevent blowing and movement of dust from exposed soil surfaces, reduced on-site and off-site damage and

Definition: the control of dust on construction sites and roads.

DUST CONTROL NOTES

TEMPORARY VEGETATIVE STABILIZATION GRASSES, SEEDING RATES, DATES AND DEPTH

SELECTIONS

SEED

Zone

Based on Plant Hardiness

OPTIMUM SEEDING DATE

(pounds)

SEEDING RATE

(inches)

DEPTH

SEED

OPTIMUM

Acre

Per

Sq. Ft.

Per sb, 6s

ZONE

6b

ZONE

7a, b

ZONE

COOL SEASON GRASSES

Ryegrass

1. Perennial 100 1.0

8/15-10/15

2/15-5/1

8/15-10/1

3/1-5/15

8/1-9/15

3/15-6/1

ARE SANDY

1" IF SOILS

0.5

4/

/2

$T

IM

E

GN02

GN02

the project.

The Contractor shall be responsible for any erosion or sedimentation that may occur below stormwater outfalls or offsite as a result of construction of 20.

to not obstruct natural drainage or cause off-site environmental damage.

All soil stockpiles are to be temporarily stabilized in accordance with Soil Erosion and Sediment Control note #6. Stockpiles should be situated so as 19.

the right to determine when certification of a new and separate Soil Erosion and Sediment Control Plan will be required for these activities.

stockpiles not located within the limit of disturbance will require certification of a revised Soil Erosion and Sediment Control Plan. The District reserves

Stockpile and staging locations established in the field shall be placed within the limit of disturbance according to the certified plan. Staging and 18.

mulch shall be applied as required by the Standard for Dust Control.

Should the control of dust at the site be necessary, the site will be sprinkled until the surface is wet, temporary vegetative cover shall be established or 17.

methods used must be in accordance with the Standards for Dewatering.

Unfiltered dewatering is not permitted. Necessary precautions must be taken during all dewatering operations to minimize sediment transfer. Any dewatering 16.

required in basins acting as sediment basins during construction.

Conduit Outlet Protection must be installed at all required outfalls prior to the drainage system becoming operational. Conduit outlet protection is not 15.

planted shall be covered with a minimum of twenty-four (24) inches of soil having a pH of 5 or more.

covered with a minimum of twelve (12) inches of soil having a Ph of 5 or more prior to seedbed preparation. Areas where trees or shrubs are to be

In accordance with the Standard for Management of High Acid Producing Soils, any soil having a pH of 4 or less or containing iron sulfides shall be 14.

stabilization will have to be employed.

suitable for vegetative ground cover. If the removal or treatment of the soil will not provide suitable conditions, non-vegetative means of permanent ground support adequate vegetative ground cover shall be removed or treated in such a way that it will permanently adjust the soil conditions and render it

At the time that site preparation for permanent vegetative stabilization is going to be accomplished, any soil that will not provide a suitable environment to 13.

work. Straw mulch is required on all seeding.

Contractor shall be required to provide confirmation that the proper type and amount of seed, lime, and fertilizer have been used for permanent stabilization

Permanent vegetation is to be seeded or sodded on all exposed areas within ten (10) days after final grading. At the time of the final inspection, the 12.

All sediment washed, dropped, spilled, or tracked onto roadways (public or private) or other impervious surfaces will be removed immediately.11.

at all construction driveways where vehicles will access paved roadways from unpaved areas of the site.

The Standard for Stabilized Construction Access requires the installation of a stone pad using clean crushed angular stone (ASTM C-33, size No. 2 or 3) 10.

Any steep slopes (3:1 or greater) or any existing roadways receiving pipeline installation will be backfilled and stabilized daily, as the installation continues.9.

parking areas. In areas where no utilities are present, the sub-base shall be installed within fifteen (15) days of the preliminary grading.

A sub-base course will be applied immediately following rough grading and installation of improvements to stabilize streets, roads, driveways, and 8.

temporary seeding in combination with straw mulch or a suitable equivalent, at a rate of 1 to 2 tons per acre, according to State Standards.

Immediately following initial disturbance or rough grading, all critical areas subject to erosion (i.e. steep slopes and roadway embankments) will receive 7.

days at a rate of 2 to 2 tons per acre, according to State Standard for Stabilization with Mulch Only.

seeding. If the season prevents the establishment of temporary cover, the disturbed areas will be mulched with straw, or equivalent material, within 14

Any disturbed area that will be left exposed for more than sixty (60) days, and not subject to construction traffic, will immediately receive a temporary 6.

Compliance for the issuance of a Certificate of Occupancy by the Municipality.

for permanent measures. All site work, and all work around individual lots in subdivisions, must be completed prior to the District issuing a Report of

N.J.S.A. 4:24-39 et. seq. requires that no Certificates of Occupancy be issued before there has been compliance with provisions of a certified plan 5.

http://www.state.nj.us/agriculture/divisions/anr/nrc/njerosion.html.Revised July 2017. Link to 2014 Standards:

the District. The revised plans must meet all current "The Standards for Soil Erosion and Sediment Control in New Jersey, 7th Edition, January 2014, Any changes to the Certified Soil Erosion and Sediment Control Plans will require the submission of revised Soil Erosion and Sediment Control Plans to 4.

permanent protection is established.

All Soil Erosion and Sediment Control practices are to be installed prior to any major soil disturbance, or in their proper sequence, and maintained until 3.

All work is to be done in accordance with the State Standards for Soil Erosion and Sediment control in New Jersey.2.

The Ocean County Soil Conservation District shall be notified forty-eight (48) hours in advance of any land disturbance.1.

SCD 20 NOTES

BGrasso Stamp

BGrasso Text Box 4/28/2026

M A

T

H

L

IN

E

S

T A

C18

C01

1.

NOTE:

MAPS.

RIGHT OF WAY PLOTTED FROM RECORD PLANS AND TAX

N

2 UNIT

3 UNIT

1 UNIT

3 UNIT

NO.

FILE

SCALE

DESIGNED

DRAWN

CHECKED

APPROVED

SHEET OF

FLD.BK. DATE

NORTH COUNTY LINE RD

TO BENNETTS MILLS RD

FROM JACKSON MILLS RD

JACKSON TOWNSHIP

:2

8:

P M

4/

/2

RECONSTRUCTION OF

PROFESSIONAL ENGINEER

J.M.M.

BETH-ANN M. GRASSO, P.E.

NJ LICENSE NO. 24GE04312100

B.M.G.

R.M.E.

CONSTRUCTION PLAN

APRIL 27, 2026

1"=30'

U

A cc ou nt s\ O

C P

B X

\O C

P B

X

Q

P

-1

R ec on st

R es ur f

C R

\D E

S

IG

N

S H

E E

T S

\C -1

.d gn

P E

N N

O N

I- H

D H

-O C

E A

N -C

O -N

J- F

U L

L -P

D F

_r m e.

P

L T

C F

G

NA

E

W

JERS

N

UOC

C.D.

030' 20' 10' 30' 60'

SCALE 1" = 30'

NJ COA NO. GA28033300

R =

0.0 0'

150+00.00 £ Sta. P.O.B.

152+92.71 £ Sta. P.C.

£Alignment - (3)

150+00 151+00 152+00 153+00

154+

5+

RAMP

A

RAM

P B

N COUNTY LINE RD (C.R. 526)

J A

C K

S

IL

S

R

D

(C .R

"B"

"B"

"B"

"B"

"B"

"B"

UP

UP

UP

W

"B"

"B"

"E"

"B"

J.B.

"B

Gu y

POST

CONCRETE CURB

DC

CONCRETE CURB

CONCRETE CURB

CONCRETE CURB

CONCRETE CURB

CONCRETE CURB

CONCRETE

CURBCONCRETE

CURB

GRASS

GRASS

GRASS MEDIAN

GRASS

GRASS

GRASS

DRIVEWAY

BITUMIOUS

"B

"B

"B

"B

"B

"B

"B

"B

"B

"B

"B

"B

"B

"B

UP

GRASS MEDIAN

Hyd

Hyd.

UP

BT4

UP

BT4

7J

K

"B"

"B"

"B"

"B"

POST

UP

POST

POST

POST

POST

POST

POST

POST

POST

"B

S T

A

B E

G

IN

C O

N S

T R

U C

T

IO

N

STA 150+28

BEGIN CONSTRUCTION

STA 150+32

BEGIN CONSTRUCTION

.O

.P

L .O

.M

L .O .P

L .O .M

648 TON

540 GAL.

5,400 S.Y.

6,023 L.F.

.P

L .O .M

L .O .M . L .O .P

L .O .M . L .O .P

EXIST R.O.W. LINE

joint.

Paving limit is approximate. Paving limit shall be field verified to match existing pavement 7.

possible obstructions to ADA curb ramp and sidewalks.

control boxes and traffic signals. Contractor shall inspect each site and confirm location of

Plans do not show locations of utility poles, fire hydrants, utilities, junction boxes, traffic 6.

accessibility requirements of the Americans with Disabilities Act.

Contractor shall ensure that all curb ramps constructed in this contract shall meet the 5.

constructed to match the grade and line of the adjacent sidewalk.

Contractor shall remove existing sidewalk to nearest expansion joint and new sidewalk 4.

existing curb.

of 5 feet from the curb and new curb constructed to match the line and grade of the

Contractor shall remove existing curb to the nearest joint or sawcut a minimum distance 3.

North arrow is for general orientation purposes only.2.

sidewalk and drainage structures is approximate and not based on survey data.

Location of the plan features for right-of-way, pavement centerline, edge of pavement, 1.

NOTES:

BGrasso Stamp

BGrasso Text Box 4/28/2026

T

A

M A

T

A

C18

C02

1.

NOTE:

MAPS.

RIGHT OF WAY PLOTTED FROM RECORD PLANS AND TAX

N

NO.

FILE

SCALE

DESIGNED

DRAWN

CHECKED

APPROVED

SHEET OF

FLD.BK. DATE

NORTH COUNTY LINE RD

TO BENNETTS MILLS RD

FROM JACKSON MILLS RD

JACKSON TOWNSHIP

:2

8:

P M

4/

/2

RECONSTRUCTION OF

PROFESSIONAL ENGINEER

J.M.M.

BETH-ANN M. GRASSO, P.E.

NJ LICENSE NO. 24GE04312100

B.M.G.

R.M.E.

CONSTRUCTION PLAN

APRIL 27, 2026

1"=30'

U

A cc ou nt s\ O

C P

B X

\O C

P B

X

Q

P

-1

R ec on st

R es ur f

C R

\D E

S

IG

N

S H

E E

T S

\C -2

.d gn

P E

N N

O N

I- H

D H

-O C

E A

N -C

O -N

J- F

U L

L -P

D F

_r m e.

P

L T

C F

G

NA

E

W

JERS

N

UOC

C.D.

030' 20' 10' 30' 60'

SCALE 1" = 30'

NJ COA NO. GA28033300

156+15.34 £ Sta. P.T. 161+77.96 £ Sta. P.C.

£Alignment - (3) £Alignment - (3)

156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00R = 23000.00' R = 600.00'

N COUNTY LINE RD (C.R. 526)

M

IS

N E

S H

A D

Y L

A K

E C

IR

C

L E

"B"

M.B."B" Hyd.

SAN. MH

SAN. MH

M.B.

SAN. MH

SAN. MH

SAN. MH Unknown

Manhole

SAN. MH

"B"

W W

W

CONCRETE CURB

CONCRETE CURB

GRASS MEDIAN

EDGE OF PAVING

EDGE OF PAVING

HEDGE ROW

DRIVEWAY

GRAVEL

DRIVEWAY

GRAVEL

DRIVEWAY

BITUMINOUS

DRIVEWAY

BITUMINOUS

D R I V

E W

A Y

B I T

U M I N

O U

S

CONCRETE CURBEDGE OF PAVING

CONC PARAPET WALL

DWELLING

DWELLING

UP VZ40451

TEL.

UTILITY BOX

DRIVEWAY

BITUMINOUS

Guy

Guy

Guy

VENT POLE

WALL

PARAPET

CONC

UP VZ40454

(TO BE REMOVED)

CONCRETE CURB

UP VZ40452

CONCRETE CURB

POST

S S

S

S

S

S

UP VZ40453

UP VZ40449

UP BT5408 M.B.

Guy

UP 40450

(TO BE REMOVED)

GUIDERAIL

D

D

21" RCCP

R C

C P

"B"

27 S.Y.

319 GAL.

382 TON

328 GAL.

393 TON

11 S.Y.

12 S.Y.

24 S.Y.

29 S.Y.

4 S.Y.

3,184 S.Y.

3,279 S.Y.

3,495 L.F.

3,518 L.F.

37 S.Y.

13 S.Y.

79 S.Y.

TYPE A

21 S.Y.

132 L.F.

38 L.F.

OFF. 44.3' R

POST 1 STA. 161+45

EXIST R.O.W. LINE

EXIST R.O.W. LINE

joint.

Paving limit is approximate. Paving limit shall be field verified to match existing pavement 7.

possible obstructions to ADA curb ramp and sidewalks.

control boxes and traffic signals. Contractor shall inspect each site and confirm location of

Plans do not show locations of utility poles, fire hydrants, utilities, junction boxes, traffic 6.

accessibility requirements of the Americans with Disabilities Act.

Contractor shall ensure that all curb ramps constructed in this contract shall meet the 5.

constructed to match the grade and line of the adjacent sidewalk.

Contractor shall remove existing sidewalk to nearest expansion joint and new sidewalk 4.

existing curb.

of 5 feet from the curb and new curb constructed to match the line and grade of the

Contractor shall remove existing curb to the nearest joint or sawcut a minimum distance 3.

North arrow is for general orientation purposes only.2.

sidewalk and drainage structures is approximate and not based on survey data.

Location of the plan features for right-of-way, pavement centerline, edge of pavement, 1.

NOTES:

BGrasso Stamp

BGrasso Text Box 4/28/2026

T

A

M A

T

A

C18

C03

1.

NOTE:

MAPS.

RIGHT OF WAY PLOTTED FROM RECORD PLANS AND TAX

N

12 - 009 - 0128

REVISIONSDATE BY CHK.

NO.

FILE

SCALE

DESIGNED

DRAWN

CHECKED

APPROVED

SHEET OF

FLD.BK. DATE

NORTH COUNTY LINE RD

TO BENNETTS MILLS RD

FROM JACKSON MILLS RD

JACKSON TOWNSHIP

:2

8:

P M

4/

/2

RECONSTRUCTION OF

PROFESSIONAL ENGINEER

J.M.M.

BETH-ANN M. GRASSO, P.E.

NJ LICENSE NO. 24GE04312100

B.M.G.

R.M.E.

CONSTRUCTION PLAN

APRIL 27, 2026

1"=30'

U

A cc ou nt s\ O

C P

B X

\O C

P B

X

Q

P

-1

R ec on st

R es ur f

C R

\D E

S

IG

N

S H

E E

T S

\C -3

.d gn

P E

N N

O N

I- H

D H

-O C

E A

N -C

O -N

J- F

U L

L -P

D F

_r m e.

P

L T

C F

G

NA

E

W

JERS

N

UOC

C.D.

030' 20' 10' 30' 60'

SCALE 1" = 30'

NJ COA NO. GA28033300

R = 23000.00'

169+69.50 £ Sta. P.T.

£Alignment - (3)

166+00 167+00 168+00 169+00 170+00 171+00 172+00 173+00

165+00

N COUNTY LINE RD (C.R. 526)

M.B.

SAN. MH

"B"

D R

IV

E

W A

Y

G R

A V

E L

DRIVEWAY

GRAVEL

DRIVEWAY

BITUMINOUS

DRIVEWAY

BITUMINOUS

GRAVEL /

DRIVEWAY

BITUMINOUS

DRIVEWAY

BITUMINOUS

DWELLING

(TO BE REMOVED)

CONCRETE CURB

DRIVEWAY

GRAVEL

DRIVEWAY

BITUMINOUS

DRIVEWAY

BITUMINOUS

DRIVEWAY

GRAVEL Guy Guy

WALL

PARAPET

CONC

Hyd.

UP VZ40455

UP BT5448

Guy

M.B.

UP BT5449

UP 40457

DC

DC

DRIVEWAY

BITUMINOUS

DC

DC

S

M.B.M.B.

UP 40459

M.B.

"E"

UP 40456

UP 40458

Guy

(TO BE REMOVED)

GUIDERAIL

(TO BE REMOVED)

GUIDERAIL

"B"

D

R C

C P

"B"

D

18" RCCP

R C

C P

D

R C

C P

D

18" RCCP

"E"

R C

C P

D

R C C

18" RCCP

330 GAL.

396 TON

3,301 S.Y.

3,603 L.F.

47 S.Y.

13 L.F.

324 GAL.

389 TON

3,242 S.Y.

3,601 L.F.

TYPE A

128 L.F.

STA. 164+92

EXIST R.O.W. LINE

joint.

Paving limit is approximate. Paving limit shall be field verified to match existing pavement 7.

possible obstructions to ADA curb ramp and sidewalks.

control boxes and traffic signals. Contractor shall inspect each site and confirm location of

Plans do not show locations of utility poles, fire hydrants, utilities, junction boxes, traffic 6.

accessibility requirements of the Americans with Disabilities Act.

Contractor shall ensure that all curb ramps constructed in this contract shall meet the 5.

constructed to match the grade and line of the adjacent sidewalk.

Contractor shall remove existing sidewalk to nearest expansion joint and new sidewalk 4.

existing curb.

of 5 feet from the curb and new curb constructed to match the line and grade of the

Contractor shall remove existing curb to the nearest joint or sawcut a minimum distance 3.

North arrow is for general orientation purposes only.2.

sidewalk and drainage structures is approximate and not based on survey data.

Location of the plan features for right-of-way, pavement centerline, edge of pavement, 1.

NOTES:

BGrasso Stamp

BGrasso Text Box 4/28/2026

T

A

M A

T C

H L

IN

E

S T

A

C18

C04

1.

NOTE:

MAPS.

RIGHT OF WAY PLOTTED FROM RECORD PLANS AND TAX

N

12 - 009 - 0128

REVISIONSDATE BY CHK.

NO.

FILE

SCALE

DESIGNED

DRAWN

CHECKED

APPROVED

SHEET OF

FLD.BK. DATE

NORTH COUNTY LINE RD

TO BENNETTS MILLS RD

FROM JACKSON MILLS RD

JACKSON TOWNSHIP

:2

8:

P M

4/

/2

RECONSTRUCTION OF

PROFESSIONAL ENGINEER

J.M.M.

BETH-ANN M. GRASSO, P.E.

NJ LICENSE NO. 24GE04312100

B.M.G.

R.M.E.

CONSTRUCTION PLAN

APRIL 27, 2026

1"=30'

U

A cc ou nt s\ O

C P

B X

\O C

P B

X

Q

P

-1

R ec on st

R es ur f

C R

\D E

S

IG

N

S H

E E

T S

\C -4

.d gn

P E

N N

O N

I- H

D H

-O C

E A

N -C

O -N

J- F

U L

L -P

D F

_r m e.

P

L T

C F

G

NA

E

W

JERS

N

UOC

C.D.

030' 20' 10' 30' 60'

SCALE 1" = 30'

NJ COA NO. GA28033300

R = 50000.00'

176+52.33 £ Sta. P.C.

£Alignment - (3)

£Alignment - (3)

20+00

174+00 176+00 177+00 178+00 179+00 180+00 181+00 182+00

175+00

N COUNTY LINE RD (C.R. 526)

GRASS MEDIAN

"B"

Unknown

Manhole

W

Hyd.

TAG)

NUMBER

UP (NO

W

M.B.

UP (NO

NUMBER

TAG)

"B" "B"

M.B.

M.B. "E"

DRIVEWAY

BITUMINOUS

DRIVEWAY

BITUMINOUS

DRIVEWAY

BITUMINOUS

DRIVEWAY

BITUMINOUS

D R

IV

E

W A

Y

B

IT

U M

IN

O

U S

DRIVEWAY

BITUMINOUS

DRIVEW

AY

BITUMINOUS

D

R

IV

E W

A Y

B

IT

U M

IN

O U S

D R I V

E W

A Y

B I T

U M I N

O U S

W

Guy

Guy

Guy

Guy Guy

UP 40460

Hyd.

UP BT5450

UP 40463UP 40462

Guy

Guy

UP 40465

UP 40464

DC DC

DRIVEWAY

BITUMINOUS

D R

IV

E

W A

Y

G R

A V

E L

D R

IV

E

W A

Y

G R

A V

E L

DCDCDCDCDC

D R

IV

E

W A

Y

G R

A V

E L

D R

IV

E

W A

Y

G R

A V

E L

UP 40461

"B"

Guy

UP VZ5451

W

"B"

"E"

18" RCCP

R C

C P

18" RCCP18" RCCP

R C

330 GAL.

395 TON

362 GAL.

435 TON

3,295 S.Y.

3,624 S.Y.

3,606 L.F.

3,622 L.F.

joint.

Paving limit is approximate. Paving limit shall be field verified to match existing pavement 7.

possible obstructions to ADA curb ramp and sidewalks.

control boxes and traffic signals. Contractor shall inspect each site and confirm location of

Plans do not show locations of utility poles, fire hydrants, utilities, junction boxes, traffic 6.

accessibility requirements of the Americans with Disabilities Act.

Contractor shall ensure that all curb ramps constructed in this contract shall meet the 5.

constructed to match the grade and line of the adjacent sidewalk.

Contractor shall remove existing sidewalk to nearest expansion joint and new sidewalk 4.

existing curb.

of 5 feet from the curb and new curb constructed to match the line and grade of the

Contractor shall remove existing curb to the nearest joint or sawcut a minimum distance 3.

North arrow is for general orientation purposes only.2.

sidewalk and drainage structures is approximate and not based on survey data.

Location of the plan features for right-of-way, pavement centerline, edge of pavement, 1.

NOTES:

BGrasso Stamp

BGrasso Text Box 4/28/2026

T C

H L

IN

E

S T

A

M A

T C

H L

IN

E

S T

A

C18

C05

1.

NOTE:

MAPS.

RIGHT OF WAY PLOTTED FROM RECORD PLANS AND TAX

N

12 - 009 - 0128

REVISIONSDATE BY CHK.

NO.

FILE

SCALE

DESIGNED

DRAWN

CHECKED

APPROVED

SHEET OF

FLD.BK. DATE

NORTH COUNTY LINE RD

TO BENNETTS MILLS RD

FROM JACKSON MILLS RD

JACKSON TOWNSHIP

:2

8:

P M

4/

/2

RECONSTRUCTION OF

PROFESSIONAL ENGINEER

J.M.M.

BETH-ANN M. GRASSO, P.E.

NJ LICENSE NO. 24GE04312100

B.M.G.

R.M.E.

CONSTRUCTION PLAN

APRIL 27, 2026

1"=30'

U

A cc ou nt s\ O

C P

B X

\O C

P B

X

Q

P

-1

R ec on st

R es ur f

C R

\D E

S

IG

N

S H

E E

T S

\C -5

.d gn

P E

N N

O N

I- H

D H

-O C

E A

N -C

O -N

J- F

U L

L -P

D F

_r m e.

P

L T

C F

G

NA

E

W

JERS

N

UOC

C.D.

030' 20' 10' 30' 60'

SCALE 1" = 30'

NJ COA NO. GA28033300

182+70.41 £ Sta. P.T.

£Alignment - (3)

20+00

21+00

22+00

23+00

10+00

11+00

12+00

13+00

183+00 184+00 186+00 187+00 188+00 189+00 190+00 191+00185+00

RA

M

P JHB

RAM

P JHA

DRAIN SYSTEM

CONCRETE SWALE

SAN. MH

M.B.

N COUNTY LINE RD (C.R. 526)

MANAGEMENT AREA

STORMWATER

MANAGEMENT AREA

STORMWATER

GRASS MEDIAN

GRASS MEDIAN

GRASS MEDIAN

"E"

"B"

M.B.

"B

"E" "E"

"B"

W

"B"

"B"

Unknown

Manhole

VENT PIPE

DRIVEWAY

BITUMINOUS

DRIVEWAY

BITUMINOUS

DRIVEWAY

GRAVEL

UP 40466 UP 40467

UP 40468 UP 40469 UP 40470

DRIVEWAY

BITUMIOUS

D R

IV

E

W A

Y

G R

A V

E L

GATE

"B"

"B"

UP 40471

(NO NUMBER TAG)

UP BT5452

"E"

(TO BE REMOVED)

GUIDERAIL

(TO BE REMOVED)

GUIDERAIL

(TO BE REMOVED)

CONCRETE CURB

(TO BE REMOVED)

CONCRETE CURB

D D D

D

893 GAL.

1,072 TON

8,930 S.Y.

8,562 L.F.

79 S.Y.

25 L.F.

66 S.Y.

125 L.F.

1UNIT

135 S.Y.

224 L.F.

25 L.F.

OFF. 46.7' L

POST 1 STA. 188+36

OFF. 42.7' R

POST 1 STA. 188+12

OFF. 39.8' R

POST 1 STA. 189+48

LINE

EXIST R.O.W.

joint.

Paving limit is approximate. Paving limit shall be field verified to match existing pavement 7.

possible obstructions to ADA curb ramp and sidewalks.

control boxes and traffic signals. Contractor shall inspect each site and confirm location of

Plans do not show locations of utility poles, fire hydrants, utilities, junction boxes, traffic 6.

accessibility requirements of the Americans with Disabilities Act.

Contractor shall ensure that all curb ramps constructed in this contract shall meet the 5.

constructed to match the grade and line of the adjacent sidewalk.

Contractor shall remove existing sidewalk to nearest expansion joint and new sidewalk 4.

existing curb.

of 5 feet from the curb and new curb constructed to match the line and grade of the

Contractor shall remove existing curb to the nearest joint or sawcut a minimum distance 3.

North arrow is for general orientation purposes only.2.

sidewalk and drainage structures is approximate and not based on survey data.

Location of the plan features for right-of-way, pavement centerline, edge of pavement, 1.

NOTES:

BGrasso Stamp

BGrasso Text Box 4/28/2026

T C

H L

IN

E

S T

A

M A

T

A

C18

C06

1.

NOTE:

MAPS.

RIGHT OF WAY PLOTTED FROM RECORD PLANS AND TAX

N

Light

Landscape

12 - 009 - 0128

REVISIONSDATE BY CHK.

NO.

FILE

SCALE

DESIGNED

DRAWN

CHECKED

APPROVED

SHEET OF

FLD.BK. DATE

NORTH COUNTY LINE RD

TO BENNETTS MILLS RD

FROM JACKSON MILLS RD

JACKSON TOWNSHIP

:2

8:

P M

4/

/2

RECONSTRUCTION OF

PROFESSIONAL ENGINEER

J.M.M.

BETH-ANN M. GRASSO, P.E.

NJ LICENSE NO. 24GE04312100

B.M.G.

R.M.E.

CONSTRUCTION PLAN

APRIL 27, 2026

1"=30'

U

A cc ou nt s\ O

C P

B X

\O C

P B

X

Q

P

-1

R ec on st

R es ur f

C R

\D E

S

IG

N

S H

E E

T S

\C -6

.d gn

P E

N N

O N

I- H

D H

-O C

E A

N -C

O -N

J- F

U L

L -P

D F

_r m e.

P

L T

C F

G

NA

E

W

JERS

N

UOC

C.D.

030' 20' 10' 30' 60'

SCALE 1" = 30'

NJ COA NO. GA28033300

198+65.95 £ Sta. P.O.T.

£Alignment - (3) £Alignment - (3)

192+00

193+00 194+00 196+00 197+00 198+00 199+00 200+00195+00

N COUNTY LINE RD (C.R. 526)

H U

N T

IN

G

T O

N D

R

IV

E

SAN. MH

SAN. MH

"B"

SAN. MH

"E"

"E"

"B"

"E"

G

Light Pole

M.B.M.B.

Pole Light

Hyd.

Pole Light

DRIVEWAY

BITUMINOUSDRIVEWAY

BITUMINOUS

D R I V

E W

A Y

B I T

U M I N

O U S

DRIVEWAY

CONCRETE

DRIVEWAY

CONCRETE

CONCRETE CURB

CONCRETE CURB

DRIVEWAY

BITUMINOUS

GRASS MEDIAN

EDGE OF PAVING

M.B.

"B"

Hyd.

"E"

"B" "B"

DWELLING

"E"

M.B.

Guy

Guy

(NO NUMBER TAG)

UP 40472

UP VZ40473 UP 40474

UP VZ5454

CONCRETE CURB

(TO BE REMOVED)

CONCRETE CURB

CONCRETE CURB

DRIVEWAY

GRAVEL

UP 40475

UP

M.B.

DCDC

DC

UP VZ40477

UP 40476

"E"

(TO BE REMOVED)

GUIDERAIL

(TO BE REMOVED)

GUIDERAIL

R C

C P

D 18" RCCP

18" RCCP 18"

RCCP

L.O.P.

L.O.M.

758 GAL.

910 TON

7,584 S.Y.

7,443 L.F.

1S.Y.

15 L.F.

16 S.Y.

2 S.Y.

20 L.F.

8 S.Y.

5 S.Y.

1 S.Y.

5 L.F.

6 S.Y.

111 S.Y.

8…