GENERAL NOTES:

OUTS HAVE BEEN PERFORMED IN THE AREA OF CONSTRUCTION.

THE CONTRACTOR SHALL NOT START CONSTRUCTION UNTIL UNDERGROUND UTILITY MARK-24.

COMPLIANCE WITH THE CONTRACT DURATION SPECIFIED IN THE SPECIFICATIONS.

LOGICAL SEQUENCE OF WORK FROM START TO COMPLETION WHICH SHALL BE IN FULL

THE CONTRACTOR SHALL SUBMIT A CPM PROGRESS SCHEDULE IDENTIFYING THEIR 23.

THEREOF ARE TO BE INCLUDED IN THE PRICE BID FOR THE PAY ITEM "CLEARING SITE".

NO SEPARATE PAYMENT WILL BE MADE FOR "REMOVE" OR "RELOCATE" ITEMS. ALL COSTS 22.

THE ENGINEER AFTER THE COMPLETION OF CONSTRUCTION.

CONTRACTOR SHALL BE REINSTALLED AT THEIR SAME LOCATION OR AS DIRECTED BY

ANY SIGNS THAT ARE APPROVED BY THE ENGINEER FOR TEMPORARY REMOVAL BY THE 21.

EQUIPMENT AND/OR MATERIALS.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO SECURE THE SITE FOR STORAGE OF HIS 20.

DRAWINGS OF THE PROPOSED ELEMENTS.

SHALL VERIFY ALL EXISTING DIMENSIONS AND ELEVATIONS PRIOR TO SUBMITTING SHOP

REQUIRE MODIFICATIONS TO CONSTRUCTION DETAILS AND QUANTITIES. THE CONTRACTOR

BASED ON THE FIELD SURVEY AND AS-BUILT PLANS. ACTUAL FIELD CONDITIONS MAY

THE EXISTING BRIDGE DIMENSIONS AND GENERAL DETAILS SHOWN ON THE PLANS ARE 19.

FOR APPROVAL BY THE COUNTY INSPECTOR PRIOR TO FELLING.

ALL TREES SCHEDULED FOR REMOVAL SHALL BE FIELD MARKED BY THE CONTRACTOR 18.

"CLEARING SITE".

WORK. ALL COSTS THEREOF SHALL BE INCLUDED IN THE PRICE BID FOR THE PAY ITEM

THE MAILBOX AND THE POSTMASTER. NO SEPARATE PAYMENT WILL BE MADE FOR THIS

MAILBOXES TO BE RESET/RELOCATED SHALL BE IN ACCORDANCE WITH THE OWNER OF

IMPROVEMENTS ARE TO REMAIN ACCESSIBLE AND MAINTAINED AT ALL TIMES. ANY

FIELD ENTRANCES, AND MAILBOXES. ALL MAILBOXES LOCATED WITHIN THE CONSTRUCTION

THE CONTRACTOR SHALL MAKE ACCESSIBLE AT ALL TIMES ALL PRIVATE DRIVEWAYS, 17.

SUBJECT TO DECOMPOSITION.

ALL EARTH FILL SHALL BE FREE FROM BRUSH, ROOTS, AND OTHER ORGANIC MATERIALS 16.

COMMENCING CONSTRUCTION ON THE CULVERT.

THE CONTRACTOR SHALL NOTIFY THE COUNTY ENGINEER'S OFFICE 48 HOURS PRIOR TO 15.

COUNTY, AND MUNICIPAL LAWS, ORDINANCES, AND REGULATIONS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL FEDERAL, STATE, 14.

OTHERWISE NOTED.

DETAILS AS SHOWN IN SECTION SHALL APPLY TO ALL SIMILAR SECTIONS UNLESS 13.

BY THE SPECIAL PROVISIONS AND SUPPLEMENTAL SPECIFICATIONS.

NJDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AS MODIFIED

ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT 2019 12.

RECYCLED.

CONSTRUCTION DEBRIS AND SURPLUS MATERIALS SHALL BE PROPERLY DISPOSED OF OR 11.

ALL DISTURBED AREAS SHALL BE RESTORED TO THEIR PRECONSTRUCTION CONDITIONS.10.

CLEAR SITE AS REQUIRED TO COMPLETE PROPOSED WORK.9.

UNLESS OTHERWISE NOTED.

COMPACTION OF ALL FILL SHALL BE 95% STANDARD PROCTOR DENSITY (ASTM D-698) 8.

DAMAGE BY WATER DURING ALL STAGES OF CONSTRUCTION.

METHODS TO KEEP EXCAVATIONS FREE OF WATER AND TO PROTECT WORK FROM

THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL NECESSARY EQUIPMENT AND 7.

THAN 1 : 1.5 BASED ON THE SOIL TYPE.

ALL EXCAVATIONS 5 FEET OR GREATER SHALL BE BRACED OR SLOPED AT NOT STEEPER 6.

THE CONTRACTOR PRIOR TO CONSTRUCTION.

ALL DIMENSIONS AND DETAILS SHALL BE VERIFIED IN THE FIELD AND COORDINATED BY 5.

THE SATISFACTION OF THE ENGINEER AT NO COST TO THE COUNTY.

ADJOINING PROPERTIES. ANY DAMAGES DONE SHALL BE REPAIRED AND RESTORED TO

FOR ALL DAMAGES DUE TO HIS OPERATIONS TO ALL PARTS OF THE WORK AND THE

PUBLIC SAFETY OF ADJOINING PROPERTIES. THE CONTRACTOR SHALL BE RESPONSIBLE

THE CONTRACTOR SHALL PROVIDE AND MAINTAIN NECESSARY SAFEGUARDS TO PROTECT 4.

THROUGHOUT THE PROJECT.

TRAFFIC CONTROL MEASURES AND PEDESTRIAN SAFETY SHALL BE MAINTAINED

ALL OPERATIONS SHALL COMPLY WITH APPLICABLE REQUIREMENTS OF OSHA. ALL 3.

SEDIMENT CONTROL PRACTICES FOR NEW JERSEY.

ALL CONSTRUCTION SHALL ADHERE TO CURRENT STANDARDS FOR SOIL EROSION AND 2.

SHALL BE PERFORMED BY THE UTILITY COMPANIES.

RELOCATIONS DEEMED NECESSARY TO PERFORM THE WORK. ALL UTILITY RELOCATIONS

CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL UTILITY

FIELD VERIFY THE ACTUAL LOCATION OF ALL UTILITIES PRIOR TO THE START OF ANY

THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES OF IMPENDING WORK AND 1.

SCALE: AS SHOWN

ESTIMATE OF QUANTITIES

GENERAL NOTES AND

REVISION CK'D.BY DATE

GENESIS ENGINEERING, LLC

973-383-3632 (phone); 973-383-1975 (fax)

JONATHAN M. KUPERUS

NJ Professional Engineer Lic. NO. 24GE04932100

G E

N E

S

IS

E N

G

IN

E E

R

IN

G L

L C

21 SUNSET INN ROAD, LAFAYETTE, NJ 07848

CERTIFICATE OF AUTHORIZATION: 24GA28149700

TOWNSHIP OF WANTAGE, COUNTY OF SUSSEX, NJ

CR 565 OVER PAPAKATING CREEK TRIBUTARY

BRIDGE X-03

REPLACEMENT OF SUSSEX COUNTY

APRIL 2026

and Proposed Baseline

Best Fit Along Center Line Location Points

PROFILE

12+00

Existing Ground

E x is ti n g

DATUM ELEV. 4154

.5

.3

.5

.7

.0

.3

.6

.4

S T

A

.0

L

IM

IT

O

F P

A V

IN

G

.4

.7

.0

.3

.6

.5

S T

A

.0

L

IM

IT

O

F P

A V

IN

G

11+60 +80 +20 +40 +60 +80 13+00 +20 +40 +60 +80 14+00

.8

.6

.7

.5

-3.81%

E L

.7

P V

T

.0

AREA OF FULL PAVEMENT BOX

G2 = -1.40% G1 = -4.20% K = 28.57 E = -0.28 L = 80.00

EL. 433.62

PVI STA. 12+80.00

E L

.0

P V

C

.0

-3.50%

-0.99% -0.61%

.7

S T

A

.0

P V

I

.5

S T

A

.0

P V

I

.1

.1

.5

.4

.4

REVISION CK'D.BY DATE

GENESIS ENGINEERING, LLC

973-383-3632 (phone); 973-383-1975 (fax)

JONATHAN M. KUPERUS

NJ Professional Engineer Lic. NO. 24GE04932100

G E

N E

S

IS

E N

G

IN

E E

R

IN

G L

L C

21 SUNSET INN ROAD, LAFAYETTE, NJ 07848

CERTIFICATE OF AUTHORIZATION: 24GA28149700

TOWNSHIP OF WANTAGE, COUNTY OF SUSSEX, NJ

CR 565 OVER PAPAKATING CREEK TRIBUTARY

BRIDGE X-03

REPLACEMENT OF SUSSEX COUNTY

APRIL 2026

LOOKING UPSTATION

"=1'-0"4

SCALE:

SECTION ALONG CENTERLINE OF PIPE

(SEE SHEET 16)

DOWNSTREAM RETAINING WALL

Exisitng Grade

Exisitng Grade

GRADE

PROPOSED

GRADE

PROPOSED

EL. 421.69'

INVERT

EL. 419.93'

INVERT

70'-6"

0 8 16 32 48 64

HORIZONTAL SCALE: 1/16" = 1'-0"

Flow

(SEE SHEET 15)

UPSTREAM MOMENT SLAB

2.5%

THROUGH LANE

12'-0"` (MATCH EXISTING)

THROUGH LANE

12'-0"` (MATCH EXISTING)

ABOVE PIPE AND SLOPE BREAK

1'-10" TO CENTERLINE OF RDWY

{ OF R.O.W.

\ OF PROJECT AND

SHLD.

NT. 1

MIN.

2'-0"SHLD.

NOTE 1

SEE NOTE 1

1'-4"`

SEE NOTE 1

10"`

E.O.P. E.O.P.

SURFACE COURSE MIX 9.5M64

2" THICK HOT MIX ASPHALT

INTERMEDIATE COURSE MIX 12.5M64

3" THICK HOT MIX ASPHALT

BASE COURSE MIX 19M64

4" THICK HOT MIX ASPHALT

RESIN DOUBLE YELLOW LINE (TYP.)

4" REFLECTIVE LONG LIFE EPOXY

WHITE LINE (TYP.)

LIFE EPOXY RESIN

4" REFLECTIVE LONG

X.X% (SEE NOTE 1)

X.X% (SEE NOTE 1)

6" THICK DENSE GRADED AGGREGATE

FLOOD HAZARD EL. 422.35

FLOOD HAZARD EL. 429.54

ITEMS.

THEREOF SHALL BE INCLUDED IN THE VARIOUS PAVING

ALL LONGITUDINAL PAVEMENT JOINTS. ALL COSTS

POLYMERIZED JOINT ADHESIVE SHAL BE UTILITZED AT 4.

SOIL, SEEDING, AND MULCH.

ALL SLOPES SHALL BE STABILIZED WITH 4" THICK TOP 3.

CLEAN CUT START AND FINISH JOINTS.2.

CONDITIONS.

ELEVATION CROSS SLOPES TO MATCH EXISTING

TO THE RE. FINAL PAVING PROFILE AND SUPER

PROJECT. CONTRACTOR SHALL SUBMIT THE SURVEY

BEGINNING OF THE PROJECT TO THE END OF THE

AND EDGE OF ROADWAY EVERY 20' FROM THE

SURVEY SHOTS AT THE CENTERLINE, SHOULDER LINES,

PRIOR TO ANY SITE CLEARING OR DEMO WORK WITH

CONTRACTOR TO PERFORM A PRE-PAVING SURVEY, 1.

NOTES:

0 2 4 8 12 16

0 4 8 16 24 32

VERTICAL SCALE: 1/8" = 1'-0" 3

AND PROFILE

TYPICAL SECTION

SCALE: AS SHOWN

Shoulders

(F) (C) (C) (F)

Property Line

Twp., City, County Lines

Water Main (Size)

Gas Main (Size)

Telephone Conduit

(SIZE & TYPE)

10+00

Base Line

5+00

Curbs

Beam Guide Rail

Reset Beam Guide Rail

(Over 30" - Draw to Size)

Existing PROPOSED

Electric Conduit (Highway or Utility)

Pavements (Concrete or Bituminous)

Existing R.O.W. Line PROPOSED R.O.W. LINE Right of Way Lines (Access Permitted)

Right of Way Lines (No Access)

Reset Fence

Noise Walls

Wetland Limit Line

Silt Fence

Sanitary Sewers or Storm Drains

Easements

Railroad Tracks

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

Headwalls

Headwalls & Aprons

Water Gate Valves

Reset Water Gate Valves

Gas Gate Valves

Reset Gas Gate Valves

Hydrants

Reset Hydrants

Utility Pole (Type & Number)

Temporary Utility Pole

Traffic Signal

Junction Box

Fiber Optic Junction Box

Junction Box Foundation

Signs

Beam Guide Rail Anchorages

Vertical Panels

Ditch DITCH

Ditches

Linear Features

(Inlets or Manholes) Reset

(Inlets or Manholes) Reconstructed

Inlets (Label Type)

Manholes (Label Type or Utility)

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

Decidous Tree (Size, Kind)

Evergreens

Bush

Hedges

High Point

Low Point

Items With No Alternate

OR

Alternate Items

(M) = Metal

(C) = Concrete

For Alternate Pipe Items

Test Pit

Milling

Demolished

Building to be

PARCEL

Bridge Appoach Slabs and Transition Slabs

ABBREVIATIONS USED IN THIS CONTRACT

Tree Line

Double Reference Codes

C - CONSTRUCTION PLANS

G - GRADES

T - TIES

L - LANDSCAPE PLANS

D - DRAINAGE PLANS

X - CROSS SECTIONS

P - PROFILES

B - BRIDGE PLANS

TS - TYPICAL SECTIONS

PSI - PLAN SHEET INDEX

E - ELECTRICAL PLANS

EP - ENVIRONMENTAL PLANS

SL - SIGN LOCATION PLANS

TSS - TRAFFIC SIGNING AND STRIPING PLANS

STD - SIGN TEXT DETAILS

MS - METHOD OF CROSS SECTIONS

DTL - CONSTRUCTION DETAILS

EOQB - ESTIMATE OF QUANTITIES - BRIDGE

North Arrow To Be Used On Standard Construction Sheets

Where Bearings Refer To N. J. Plane Coordinate System

Bridge

Proposed

E-DOQ - EST. & DIST. OF QTY - ROADWAY

TSP - TRAFFIC SIGNAL PLANS

TC - TRAFFIC CONTROL (AND STAGING PLANS)

HL - HIGHWAY LIGHTING PLANS

P R

O F

IL

E

LEVEL LINE

(Size & Type)

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

Cable TV

Fiber Optic

Swamp

Monuments

ROW Monument (ROW Control Points)

Inlets (Type ES)

Guide Rail End Terminals

B.M.

B.T.

GR.

HT.

HYD.

INV.

BASELINE

BENCH MARK

BELL TELEPHONE

BITUMINOUS

GRATE

HEIGHT

HYDRANT

INVERT

JUNCTION BOX

H.W.

R 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/PIPE

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.

PVC, P.V.C.

PVI, P.V.I.

PVT, P.V.T.

PARKER KAYLON MASONRY NAIL

POLYVINYL CHLORIDE PIPE,

POINT OF VERTICAL CURVATURE

DIAMETER

DROP CURB

D, DIA.

D.C.

DH DRILL HOLE

CONC. CONCRETE

STY.

T

TEL.

TEMP.

TYP.

U.D.

VAR.

WM

STORY

TANGENT

TELEPHONE

TEMPORARY

THICK

TYPICAL

UNDERDRAIN

UTILITY POLE

VARIABLE, VARIES

WATER METER

UP, U.P.

THK., TH.

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

HEADWALL

EASTBOUND, WESTBOUND

NORTHBOUND, SOUTHBOUND

A.O.B.E AS ORDERED BY RESIDENT ENGINEER

CENTERLINE

CAST IRON PIPE

CORRUGATED METAL PIPE

CULV. CULVERT

DEP., DP

DWY DRIVEWAY

EL., ELEV. ELEVATION

LIMIT OF PAVEMENT (PAVING)

LIMIT OF MILLING

M.B. MAILBOX

M.P.

MAX. MAXIMUM

MIN. MINIMUM

MILE POST

LEFT, RIGHTLT., RT.

NOT TO SCALE

PERF. PERFORATED

PROFILE GRADE LINE

ROUTE

SIDEWALK

SHOULDER

SUBBASE OUTLET DRAIN

SHLD.

TBA TO BE ABANDONED

TBR TO BE REMOVED

X-SECT CROSS SECTION

SURVEY LINEC.M.P.

C.I.P.

J.B.

N.T.S.

S.O.D.

P.G.L.

PROPERTY LINE, PROFILE LINE

BIT., BITUM.

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

L.O.P.

L.O.M.

Bench Mark

Borings (Boring Number)

BLDG. BUILDING

EXIST. EXISTING

PAV'T. PAVEMENT

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

RTE., RT.

SAN. SANITARY

S.H.D. STATE HIGHWAY DEPARTMENT

SDWK.

Fence (Size & Type)

NO. NUMBER

of Building to be Demolished

Demolition No. & Parcel No.

Concrete Surface Courses

Removal of Concrete Base Course &

Paid for Under Clearing Site

Building to be Removed &

Slopes (Cut & Fill)

R.R. RAILROAD

Topographical Features

PROPOSEDExisting

"ES""ES"

Topographical Features

PROPOSEDExisting

Miscellaneous Symbols

B.M.

\, B.L.

{, C.L.

|, P.L.

}, S.L.

Boring Number BORING NUMBER

TEST PIT NUMBER

N. J. Plane Coordinate System

Existing R.O.W. & No Access Line

N.T.S.

TEMP

J.B. J.B.

J.B.J.B. & Light

G

Mon.

W

Hyd.

F F

S

E.O.P EDGE OF PAVEMENT

IN ABBREVIATIONS AS DEPICTED IN THIS TABLE.

PUNCTUATION MARKS MAY OR MAY NOT BE PRESENTNOTE:

SUSSEX COUNTY DIVISION OF ENGINEERING STANDARD LEGEND

AH., BK. AHEAD, BACK

V.I.F. VERIFY IN FIELD

Iron Pipe

Iron Pin

STANDARD LEGEND

SCALE: AS SHOWN 20

REVISION CK'D.BY DATE

GENESIS ENGINEERING, LLC

973-383-3632 (phone); 973-383-1975 (fax)

JONATHAN M. KUPERUS

NJ Professional Engineer Lic. NO. 24GE04932100

G E

N E

S

IS

E N

G

IN

E E

R

IN

G L

L C

21 SUNSET INN ROAD, LAFAYETTE, NJ 07848

CERTIFICATE OF AUTHORIZATION: 24GA28149700

TOWNSHIP OF WANTAGE, COUNTY OF SUSSEX, NJ

CR 565 OVER PAPAKATING CREEK TRIBUTARY

BRIDGE X-03

REPLACEMENT OF SUSSEX COUNTY

APRIL 2026

REVISION CK'D.BY DATE

GENESIS ENGINEERING, LLC

973-383-3632 (phone); 973-383-1975 (fax)

JONATHAN M. KUPERUS

NJ Professional Engineer Lic. NO. 24GE04932100

G E

N E

S

IS

E N

G

IN

E E

R

IN

G L

L C

21 SUNSET INN ROAD, LAFAYETTE, NJ 07848

CERTIFICATE OF AUTHORIZATION: 24GA28149700

TOWNSHIP OF WANTAGE, COUNTY OF SUSSEX, NJ

CR 565 OVER PAPAKATING CREEK TRIBUTARY

BRIDGE X-03

REPLACEMENT OF SUSSEX COUNTY

APRIL 2026

SUSSEX COUNTY ROUTE 565

(66' WIDE RIGHT OF WAY)

TAX LOT 24.01

BLOCK 117

N/F PATAWARAN

DEED BOOK 3653 PAGE 359

20"

18" 8" 12"

5"

7" 12"

7" 6" 6"

6"

8"

5" Gate

Remains of Concrete Wall

Wall

Remains of Concrete

Utility Pole (Typ.)

Overhead Wires (Typ.)

R.O.W.

R.O.W.

P a v e d

D ri v e

Catch Basin

Barn

Dwelling

R.O.W.

R.O.W.

Edge of Pavement (Typ.)

F lo w

T R

IB

U T

A R

Y

P A P

A K

A T

IN

G

C

E E

K

Opening

8'-8�"

18" CPP

427.79' Inv.

CONVERSION FACTOR TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 = +0.647 FT.

VERTICAL DATUM IS BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 4.

OF 1983 (N.J.S.P.C. NAD83).

SITE COORDINATE DATUM IS BASED UPON THE NJ COORDINATE SYSTEM, NORTH AMERICAN DATUM 3.

EASEMENTS, IF ANY, BELOW THE SURFACE AND NOT VISIBLE.

AS OF THE DATE OF THE FIELD SURVEY, MAY 13, 2021, EXCEPT FOR SUCH IMPROVEMENTS OR THE INFORMATION SHOWN CORRECTLY REPRESENTS THE CONDITIONS FOUND AT THE PROJECT SITE 2.

PC, LAST UPDATED JUNE 2021.

TOPOGRAPHICAL INFORMATION TAKEN FROM FIELD SURVEYS PREPARED BY DYKSTRA ASSOCIATES, 1.

GENERAL NOTES:

Shed

Edge of Stream

Edge of Stream

'-1

⅞

'-0

(Typ.)

Tree and Diameter

N 70°15'15" E 234.91'

N 70°15'15" E 234.91'

P.C.

STA. 515+29.19

P.C.

STA. 515+29.19

CB: N 83°22'43" E

CL: 448.84'

26°14'54" R=988.37' L=452.79'

CB: N 83°22'43" E

CL: 418.87'

26°14'54" R=922.37' L=422.55'

Guiderail (Typ.)

ROSS'S CORNER-SUSSEX ROAD

Residential Retaining Wall

F lo w

421.69' Inv.

420.51' Inv.

FEMA Map 34037C0170E 100 Year Flood Elevation

Limit of FEMA Study

0 20 40 60 80

Edge of Stream

Stream Edge of

Freshwater Wetlands Boundary Line (Typ.)

U-S Tel. Co.

CTL 12

#A3542684 Century Link

Freshwater Wetlands Boundary Line (Typ.)

X.T. Co. of NJ.

CTL 12

LEGEND:

DEED BOOK 3081 PAGE 60 & c

RINGIER TO SCADB

FARMLAND PRESERVATION AREA

DEED BOOK 3306 PAGE 45 & c

TURNQUIST TO USA

WETLAND RESERVE PROGRAM

Residential Exclusion Area Three Acre Severable

DEED BOOK 3372 PAGE 162 & c

THREE ACRE SEVERABLE RESIDENTIAL EXCLUSION AREA

DEED BOOK 3081 PAGE 60 & c

RINGIER TO SCADB

FARMLAND PRESERVATION AREA

N . J P la n e

C o o rd in a te

S y st e m

DEED BOOK 3081 PAGE 60

RINGIER TO SCADB

FARMLAND PRESERVATION AREA

DEED BOOK 3306 PAGE 45

TURNQUIST TO USA

WETLAND RESERVE PROGRAM

TAX LOT 27

BLOCK 17

DEED BOOK 3612 PAGE 496

N/F AIRSPACE FLIGHT, LLC

JERSEY, AND DATED MAY 1, 2013 AND MARKED AS MISC MAP #235.

PREPARED BY "DYKSTRA WALKER DESIGN GROUP", 21 BOWLING GREEN PARKWAY, SUITE 204, LAKE HOPATCONG, NEW

ENGINEERS, PLANNERS * SURVEYORS, 21 BOWLING GREEN PARKWAY, SUITE 204, LAKE HOPATCONG, NJ 07849.

TO CONFORM WITH DESCRIPTIONS 6/25/08" PREPARED BY DYKSTRA WALKER DESIGN GROUP, PROFESSIONAL ROUTE 565, TOWNSHIP OF WANTAGE, SUSSEX COUNTY, NEW JERSEY, SCALE 1"-100', DATE 1/26/05, (LAST) REVISED

SAID MAP ENTITLED "BOUNDARY AND TOPOGRAPHIC SURVEY PLAN, BLOCK 17, LOTS 3 AND 27, SUSSEX COUNTY

FILE NO. 1924-90-0011-1).

JERSEY DEPARTMENT OF ENVIROMENTAL PROTECTION LETTER OF INTERPRETATION, DATED AUGUST 8, 1990 (NJDEP DKYSTRA WALKER DESIGN GROUP, P.A. AND THE MINOR SUBDIVISION PLAT AND ARE SHOWN THEREON PER NEW

27.01 SUSSEX COUNTY ROUTE 565, TOWNSHIP OF WANTAGE, SUSSEX COUNTY, NEW JERSEY" PREPARED BY "PRELIMINARY SUBDIVISION AND PRELIMINARY SITE PLANS, MEADOW VIEW AT WANTAGE, BLOCK 17, LOTS 3, 25 & (THE "AFFECTED AREAS"). THE BOUNDARIES OF THE AFFECTED AREAS ARE DELINEATED ON A MAP ENTITLED

A PORTION OF THE LANDS FORMING THE WITHIN LOT CONTAIN FRESHWATER WETLANDS AND/OR TRANSITION ZONES

SOURCE DOCUMENTS, MAP AND DEED REFERENCES:

MAP #235.

DYKSTRA WALKER DESIGN GROUP, 21 BOWLING GREEN PARKWAY, SUITE 204, LAKE HOPATCONG, NEW JERSEY, AND DATED MAY 1, 2013 AND MARKED AS MISC

27.01 - BLOCK 17 AS SHOWN ON THE MUNICIPAL TAX MAPS OF WANTAGE TOWNSHIP, COUNTY OF SUSSEX, NEW JERSEY, SAID SURVEY PREPARED BY WETLAND CONSERVATION EASEMENT DELINEATION PURSUANT TO A SURVEY OF THE PROPERTY OF ERIC TURNQUIST, DESIGNATED AS TAX LOTS 3, 27, & 6.

REVISED THROUGH MAY 31, 2005 AND MARKED AS FILE NO. 2005-01.

JERSEY, SAID SURVEY PREPARED BY "B.M. PAUL LAND SURVEYING & PLANNING", P.O. BOX 25, NEW HAVEN, VERMONT, AND DATED MARCH 24, 2005, AND OF SURVIVORSHIP, DESIGNATED AS TAX LOT 24.01 - BLOCK 117 AS SHOWN ON THE MUNICIPAL TAX MAPS OF WANTAGE TOWNSHIP, COUNTY OF SUSSEX, NEW FARMLAND PRESERVATION DELINEATION PURSUANT TO A SURVEY OF THE PROPERTY OF BRUCE R. RINGIER, AND ANN RINGIER, JOINT TENANTS WITH RIGHT 5.

COUNTY CLERK'S OFFICE, AT NEWTON, NEW JERSEY, IN BOOK 3653 OF DEEDS, PAGE 359 & C, ON OCTOBER 18, 2022.

DEED OF CONVEYANCE BETWEEN SUNGEON HAN-ANDERSEN AND FRANCISCO CHUA PATAWARAN, DATED OCTOBER 12, 2022, AND RECORDED IN THE SUSSEX 4.

PAGE 496 & C, ON NOVEMBER 5, 2021.

LIABILITY COMPANY, DATED JULY 23, 2021, AND RECORDED IN THE SUSSEX COUNTY CLERK'S OFFICE, AT NEWTON, NEW JERSEY, IN BOOK 3612 OF DEEDS, DEED OF CONVEYANCE BETWEEN ERIC G. TURNQUIST, BY HIS ATTORNEY-IN-FACT BJORN TURNQUIST, AND AIRSPACE FLIGHT, LLC, A DELAWARE LIMITED 3.

DATED NOVEMBER 14, 2012, AND RECORDED IN THE SUSSEX COUNTY CLERK'S OFFICE, AT NEWTON, NEW JERSEY, IN BOOK 3306 OF DEEDS, PAGE 45 & C.

WARRANTY EASEMENT DEED, WETLANDS RESERVE PROGRAM, EASEMENT NO. 662B2911016K1, BETWEEN ERIC TURNQUIST AND THE UNITED STATES OF AMERICA, 2.

SUSSEX COUNTY CLERK'S OFFICE, AT NEWTON, NEW JERSEY, IN BOOK 3081 OF DEEDS, PAGE 60 & C.

TENANTS WITH RIGHT OF SURVIVORSHIP, AND (THE) SUSSEX COUNTY AGRICULTURE DEVELOPMENT BOARD, DATED AUGUST 11, 2006, AND RECORDED IN THE DEED OF EASEMENT, STATE OF NEW JERSEY AGRICULTURE RETENTION AND DEVELOPMENT PROGRAM, BETWEEN BRUCE R. RINGIER & ANN RINGIER, JOINT 1.

Ailanthus Trees

SCALE: 1"=20'

EXISTING CONDITIONS PLAN

SCALE: 1" = 20'

B.M.

B.M.

X X X

X

B.M.

B.M.

+50

14+00

+50

15+00

10+00 +50 11+00

+50 +50

+50

12+00

13+00

14+00

+50

REVISION CK'D.BY DATE

GENESIS ENGINEERING, LLC

973-383-3632 (phone); 973-383-1975 (fax)

JONATHAN M. KUPERUS

NJ Professional Engineer Lic. NO. 24GE04932100

G E

N E

S

IS

E N

G

IN

E E

R

IN

G L

L C

21 SUNSET INN ROAD, LAFAYETTE, NJ 07848

CERTIFICATE OF AUTHORIZATION: 24GA28149700

TOWNSHIP OF WANTAGE, COUNTY OF SUSSEX, NJ

CR 565 OVER PAPAKATING CREEK TRIBUTARY

BRIDGE X-03

REPLACEMENT OF SUSSEX COUNTY

APRIL 2026

R.O.W.

T R

IB

U T

A

P

A K

A T

E

SCALE: 1"=20'

EASEMENT AND ALIGNMENT PLAN

Barn

U-S Tel. Co.

CTL 12

Gate

Shed

X.T. Co. of NJ.

CTL 12

Freshwater Wetlands Boundary Line (Typ.)

Guiderail (Typ.)

SUSSEX COUNTY ROUTE 565

(66' WIDE RIGHT OF WAY)

ROSS'S CORNER-SUSSEX ROAD

Edge of Pavement (Typ.)

Dwelling

Residential Retaining Wall

F lo w

Catch Basin

18" CPP

TAX LOT 24.01

BLOCK 117

N/F PATAWARAN

DEED BOOK 3653 PAGE 359

Freshwater Wetlands Boundary Line (Typ.)

Edge of Stream

Edge of Stream

Concrete Wall

Remains of

20"

18" 8" 12"

5"

7" 12"

7" 6" 6"

6"

8"

5"

STA. 14+50.00

END PROJECT

W.P. 4

WATERS

STATE OPEN

N70°15'15"E

W.P.1

STA. 11+00.00

BEGIN PROJECT

L = 437.67'

R = 955.37'

ROADWAY BASELINE

N . J P la n e

C o o rd in a te

S y s te m

DEED BOOK 3081 PAGE 60

RINGIER TO SCADB

FARMLAND PRESERVATION AREA

0.063` ACRE

AREA = 2766` SF

(LOT 24.01, BLOCK 117)

PERMANENT BRIDGE EASEMENT

0.132` ACRE

AREA = 5732` SF

(LOT 27, BLOCK 17)

TEMPORARY PERMIT ACCESS

DEED BOOK 3612 PAGE 496

N/F AIRSPACE FLIGHT, LLC

DEED BOOK 3306 PAGE 45

TURNQUIST TO USA

WETLAND RESERVE PROGRAM

BLOCK 17

TAX LOT 27

A C

C E

S

O

A D

0.053` ACRE

AREA = 2302` SF

(LOT 24.01, BLOCK 117)

EASEMENT

TEMPORARY CONSTRUCTION

To Newton

Diameter (Typ.)

Tree and

FOR MAINTENANCE AND PROTECTION OF TRAFFIC, SEE SHEET 13 AND 14. 6.

SEE NOTE 1 ON SHEET 3.5.

SHALL INCLUDE, BUT NOT BE LIMITED TO, REMOVAL OF EXISTING GUIDERAIL, REMOVAL OF TREES, ETC.

CLEARING SITE SHALL BE PEFORMED IN ACCORDANCE WITH THE SUPPLEMENTAL SPECIFICATIONS. IT 4.

OR UNDER UTILITY LINES.

COMMENCING CONSTRUCTION TO DETERMINE HOW CLOSE THE EQUIPMENT CAN BE OPERATED NEAR

UTILITY LINES. THE CONTRACTOR MUST CONTACT THE VARIOUS UTILITY OWNERS BEFORE

CONTRACTOR FOR THE USE OF THIS EQUIPMENT TO AVOID INTERFERENCE WITH THE OVERHEAD

OPERATIONS. NO ADDITIONAL PAYMENT WILL BE MADE BY THE COUNTY TO COMPENSATE THE

LINES IN COMPLIANCE TO HIGH VOLTAGE PROXIMITY ACT WHILE PERFORMING CONSTRUCTION

THE CONTRACTOR MUST USE EQUIPMENT THAT WILL NOT INTERFERE WITH THE OVERHEAD UTILITIES 3.

CAUTION FENCE CAN BE OPENED DURING WORK HOURS AND RECLOSED FOR NON-WORK HOURS.2.

FOR STRUCTURAL DETAILS, SEE SHEETS 10 TO 12.1.

N73°34'10"E

108'-1"

PAVING LIMIT

0 10 20 40 60 80

SUMMARY OF EASEMENT POINTS

NORTH (FT) EAST (FT)POINT

WORKING POINTS

STA. NO. NORTHINGEASTINGW.P. NO.

(SEE NOTE 2)

STA. 12+34.92

P.C.

R.O.W.

STATION/OFFSET

(RADIUS - FT.)

BEARING

(ARC. DIST. - FT.)

DISTANCE (FT.)

238.03'

N70°15'19"E

237.97' N64°13'27"E

222.24'

N87°31'53"E

1" = 8', H. SNOOK, COUNTY ENG'R."

JERSEY, NEWTON N.J., DEC. 1, 1915, SCALE: HORIZONTAL 1" = 80', VERTICAL

ENTITLED "SEC. NO. 1, ROSS'S CORNER-SUSSEX ROAD, SUSSEX CO., NEW

P.C. STATION 515+29.19 AS SHOWN ON SHEET NO. 1 OF ROAD PLANS

ROADWAY BASELINE P.C. STATION 12+34.94 IS EQUAL TO CENTERLINE 2.

SHEET 5, SOURCE DOCUMENTS, NOTE 1)

TAX LOT 24.01, BLOCK 117 AS DESCRIBED IN DEED OF EASEMENT (SEE

TIE TO CONCRETE MONUMENT FOUND AT THE BEGINNING POINT OF 1.

NOTES:

N: 855114.37, E:449639.30

STA. 10+00.01, 33.00' LT

SEE NOTE 1

W.P. 2

W.P. 3

OFFSET

BEARING DISTANCE (FT.)

ELE:438.08

E:449,744.55

N:855,177.09

MAG NAIL SET FLUSH

WORKING POINT #1

VERTICAL CONTROL BENCHMARK 1

WORKING POINT 1 TIES

Post #346 at Ground Level

Southerly Face of Mailbox

61.33'

#346 at Ground Level

Southwest Corner of House

.2

Ground Level

Edge Pavement at

+50 11+00 +50

#346 at Ground Level

Southeast Corner of House

Post at Ground Level

Base of Vinyl Fence Corner

ELE:433.57

E:449,866.78

N:855,186.82

BOXCUT ON CONCRETE RETAINING WALL

BENCHMARK #1

VERTICAL CONTROL

Retaining Wall

End of

.2

59.07' 24.73'

N . J P la n e

C o o rd in a te

S y s te m

ELE:432.26

E:449,988.71

N:855,177.61

UTILITY POLE #107

RAILROAD SPIKE IN

BENCHMARK #2

VERTICAL CONTROL

Barn

FACE OF STEEL

GUARD RAIL 1'

OFF THEGROUND

the Ground

Face of Steel Guard Rail 1' Off

"E-Type" Catch Basin

Southwest Corner of

"E-Type" Catch Basin

Southeast Corner of

"Mangalitsa" Sign Post

Middle Base of Southerly

Utility Pole #106

Nail 1' Above Ground in

73.37'

ELE:432.70

E:450,080.41

N:855,212.03

MAG NAIL SET FLUSH

WORKING POINT #4

12+00 +50

2.17'

64.

66'

38.72'

.15

VERTICAL CONTROL BENCHMARK 2

WORKING POINT 4 TIES

N . J P la n e

C o o rd in a te

S y s te m

SCALE: 1" = 20'

AND ALIGNMENT PLAN

RIGHT-OF-WAY

2.98'

449845.80855236.301

449958.06855269.482

449962.03855249.873

449853.59855217.854

449863.33855194.785

449967.00855225.356

449861.33855123.947

449882.70855131.618

449985.57855161.929

449995.75855118.0810

449744.5511+00.00 855117.091

450080.4114+50.00 855212.034

12+35.52, 78.00 LT

13+43.79, 78.00 LT

13+43.22, 58.00 LT

12+36.57, 58.00 LT

12+37.94, 33.00 LT

13+42.46, 33.00 LT

12+12.23, 33.00 RT

12+34.92, 33.00 RT

13+46.07, 33.00 RT

13+46.07, 78.00 RT

(1033.37)

S11°27'43"E

(1013.37)

(988.37)

N70°15'15"E

(922.37)

S13°04'50"E

(117.12)

20.01

(113.13)

25.04

(108.14)

22.70

(107.30)

45.00

12 12+12.23, 78.00 RT 449876.54855081.59

11 12+34.92, 78.00 RT 449897.90855089.26

(102.07)(877.37)

RETURN TO POINT 7

S70°15'15"W 22.70

N19°44'45"W 45.00

M

449918.8412+78.09 855155.773

449904.6712+75.13 855191.472

0.00'

L 16.77'

R 21.52'

0.00'

N65°05'02"E

S21°39'31"E

N70°48'03"E

176.55

38.41

171.09

N22°53'25"W 20.03

4 12+36.57, 58.00 LT 855217.85 449853.59

RETURN TO POINT 1

449962.03855249.873 13+43.22, 58.00 LT

RETURN TO POINT 4

(1013.37) (113.13)

S11°27'43"E 25.01

N22°53'25"W

RETURN TO POINT 1

S74°12'54"W 349.02

10+00 +50 11+00

+50 +50

+50

12+00

13+00

14+00

+50

15+00

+50

16+00

REVISION CK'D.BY DATE

GENESIS ENGINEERING, LLC

973-383-3632 (phone); 973-383-1975 (fax)

JONATHAN M. KUPERUS

NJ Professional Engineer Lic. NO. 24GE04932100

G E

N E

S

IS

E N

G

IN

E E

R

IN

G L

L C

21 SUNSET INN ROAD, LAFAYETTE, NJ 07848

CERTIFICATE OF AUTHORIZATION: 24GA28149700

TOWNSHIP OF WANTAGE, COUNTY OF SUSSEX, NJ

CR 565 OVER PAPAKATING CREEK TRIBUTARY

BRIDGE X-03

REPLACEMENT OF SUSSEX COUNTY

APRIL 2026

R.O.W.

F lo w

T R

IB

U T

A

P

A K

A T

E

SCALE: 1"=20'

CONSTRUCTION PLAN

R.O.W.

Barn

P a v v e

#A3542684

Century Link

R.O.W.

Overhead Wires (Typ.)

U-S Tel. Co.

CTL 12

Edge of Stream

Gate

Shed

X.T. Co. of NJ.

CTL 12

Freshwater Wetlands Boundary Line (Typ.)

Guiderail (Typ.)

SUSSEX COUNTY ROUTE 565

(66' WIDE RIGHT OF WAY)

ROSS'S CORNER-SUSSEX ROAD

Edge of Pavement (Typ.)

Dwelling

Residential Retaining Wall

F lo w

Catch Basin

18" CPP

TAX LOT 24.01

BLOCK 117

N/F PATAWARAN

DEED BOOK 3653 PAGE 359

Freshwater Wetlands Boundary Line (Typ.)

Edge of Stream

Edge of Stream

Concrete Wall

Remains of

20"

18" 8" 12"

5"

7" 12"

7" 6" 6"

6"

8"

5"

STA. 11+00.00

BEGIN PROJECT

STA. 14+50.00

END PROJECT

W.P. 4

BE REMOVED

18" TREE TO

Concrete Wall

Remains of

BE REMOVED

20" TREE TO

REMOVED

TO BE

TREES < 12"

S70°15'15"W

W.P.1

BEGIN PROJECT

L = 437.67'

R = 955.37'

ROADWAY BASELINE

DEED BOOK 3081 PAGE 60

RINGIER TO SCADB

FARMLAND PRESERVATION AREA

DEED BOOK 3612 PAGE 496

N/F AIRSPACE FLIGHT, LLC

DEED BOOK 3306 PAGE 45

TURNQUIST TO USA

WETLAND RESERVE PROGRAM

BLOCK 17

TAX LOT 27

A

C C

E

A D

AREA

STORAGE

MATERIAL &

STAGING,

HOT MIX ASPHALT 19 M 64 BASE COURSE (75 TONS)

HOT MIX ASPHALT 9.5 M 64 INTERMEDIATE COURSE (45 TONS)

HOT MIX ASPHALT 9.5 M 64 SURFACE COURSE (30 TONS)

DENSE-GRADED AGGREGATE BASE COURSE, 6" THICK (275 SY)

CONSTRUCT

BRIDGE, SEE "GUIDE RAIL PLAN" ON SHEET 8.

SURFACE, BROKEN STONE, BEAM GUIDE RAIL, AND BEAM GUIDE RAIL,

FOR QUADGUARD, GUIDE RAIL END TREATMENTS, NON-VEGETATIVE

To Newton

To Sussex

(SEE NOTE 1)

CONSTRUCT PIPE ARCH

Diameter (Typ.)

Tree and

HOT MIX ASPHALT 9.5 M 64 SURFACE COURSE (17 TONS)

HMA MILLING, 3" OR LESS (106 SY)

CONSTRUCT

SLAB (SEE NOTE 1)

CONSTRUCT CIP MOMENT

(SEE NOTE 1)

CONSTRUCT CIP RETAINING WALL

HOT MIX ASPHALT 9.5 M 64 SURFACE COURSE (22 TONS)

HMA MILLING, 3" OR LESS (133 SY)

CONSTRUCT

FOR MAINTENANCE AND PROTECTION OF TRAFFIC, SEE SHEETS 18 AND 19.6.

FOR PAVEMENT GRADING, SEE NOTE 1 ON SHEET 3.5.

THE COUNTY DPW GARAGE AT 131 MORRIS TURNPIKE (CR 655), FRANKFORD TOWNSHIP.

CONTRACTOR SHALL SALVAGE EXISTING GUIDERAIL AND END TERMINALS AND DELIVER THEM TO 4.

TREES, REMAINS OF CRIBWALL, ETC.

IT SHALL INCLUDE, BUT NOT BE LIMITED TO, REMOVAL OF EXISTING GUIDERAIL, REMOVAL OF

CLEARING SITE SHALL BE PERFORMED IN ACCORDANCE WITH THE SUPPLEMENTAL SPECIFICATIONS. 3.

BE OPERATED NEAR OR UNDER UTILITY LINES.

OWNERS BEFORE COMMENCING CONSTRUCTION TO DETERMINE HOW CLOSE THE EQUIPMENT CAN

WITH THE OVERHEAD UTILITY LINES. THE CONTRACTOR MUST CONTACT THE VARIOUS UTILITY

COMPENSATE THE CONTRACTOR FOR THE USE OF THIS EQUIPMENT TO AVOID INTERFERENCE

CONSTRUCTION OPERATIONS. NO ADDITIONAL PAYMENT WILL BE MADE BY THE COUNTY TO

UTILITIES LINES IN COMPLIANCE TO HIGH VOLTAGE PROXIMITY ACT WHILE PERFORMING

THE CONTRACTOR MUST USE EQUIPMENT THAT WILL NOT INTERFERE WITH THE OVERHEAD 2.

FOR STRUCTURAL DETAILS, SEE SHEETS 14 TO 18.1.

CONSTRUCTION PLAN NOTES:

STA. 13+50

MATCH EXISTING GRADES

PAVING LIMIT

STA. 13+20

PAVEMENT LIMIT

FULL DEPTH

STA. 12+00

MATCH EXISTING GRADES

PAVING LIMIT

STA. 12+40

PAVEMENT LIMIT

FULL DEPTH

0 10 20 40 60 80

R.O.W.

STA. 12+34.92

P.C.

AREA

STORAGE

MATERIAL &

STAGING,

TYPE 2

INLET FILTER,

CONSTRUCT

20'-0"

8'-10'

SHOWN

EDGE OF PAVEMENT AS

BOX TO MEET EXISTING

CURB, TAPER ROADWAY

ROADWAY BOX TO MEET

EXCAVATION

LIMIT OF

ANTICIPATED

QUERCUS RUBRA, NORTHERN RED OAK, 2-1/2-3" CALIPER, B&B (1 U)

ALNUS SERRULATA, SMOOTH ALDER (5 U)

BETULA LENTA, SWEET BIRCH (3 U)

STRAW MULCHING (140 SY)

TOPSOIL STABILIZATION TYPE 2 MAT (140 SY)

FERTILIZING AND SEEDING, TYPE A-1 (140 SY)

CONSTRUCT

STRAW MULCHING (120 SY)

TOPSOIL STABILIZATION TYPE 2 MAT (120 SY)

FERTILIZING AND SEEDING, TYPE A-1 (120 SY)

CONSTRUCT

N . J P la n e

C o o rd in a te

S y s te m

GRADING PLAN

CONSTRUCTION AND

SCALE: 1" = 20'

+50

12+00

13+00

REVISION CK'D.BY DATE

GENESIS ENGINEERING, LLC

973-383-3632 (phone); 973-383-1975 (fax)

JONATHAN M. KUPERUS

NJ Professional Engineer Lic. NO. 24GE04932100

G E

N E

S

IS

E N

G

IN

E E

R

IN

G L

L C

21 SUNSET INN ROAD, LAFAYETTE, NJ 07848

CERTIFICATE OF AUTHORIZATION: 24GA28149700

TOWNSHIP OF WANTAGE, COUNTY OF SUSSEX, NJ

CR 565 OVER PAPAKATING CREEK TRIBUTARY

BRIDGE X-03

REPLACEMENT OF SUSSEX COUNTY

APRIL 2026

"=10'1SCALE:

GUIDERAIL PLAN

MSKT-SP-MGS TERMINAL (TL-3) SHOWN

TANGENT GUIDE RAIL TERMINAL

DOUBLE RAIL THICKNESS

PAY LIMIT FOR BEAM GUIDE RAIL, BRIDGE (71 LF)

BARRIER, TYPE 3, WIDTH NARROW

CRASH CUSHION, COMPRESSIVE

QUADGUARD WITH TENSION STRUT BACKUP

CRASH CUSHION, COMPRESSIVE BARRIER, TYPE 3, WIDTH NARROW

NOTES

FOR BEAM GUIDE-RAIL DELINEATORS, SEE SHEET 9.8.

FOR NON-VEGETATIVE SURFACE, BROKEN STONE DETAIL, SEE SHEET 9.7.

SECTION, SEE CD-609-20. FOR 7'-3 1/2" THRIE BEAM SECTION, SEE CD-609-17C.

FOR BEAM GUIDE RAIL, SEE NJDOT CD-609-1. FOR THRIE BEAM TO W-BEAM ASYMMETRICAL TRANSITION 6.

MGS TERMINAL TL-3 SHOWN.

TANGENT GUIDE RAIL TERMINAL: NJDOT STANDARD DRAWING CD-609-5. NJDOT QUALIFIED PRODUCT MSKT-SP-5.

GUIDE RAIL MUST BE AISC CERTIFIED IN ACCORDANCE WITH NJDOT SPECIFICATION SECTION 906.04.

DETAILS, SEE SHEET 15. FABRICATORS FOR BASE PLATE, BOLTING MATERIALS, ETC. FOR THE BRIDGE MOUNTED

FOR MOMENT SLAB MOUNTED GUIDE RAIL DETAIL, BASE PLATE LAYOUT PLAN, AND MOMENT SLAB REBAR 4.

PAYMENT. ALL COSTS THEREOF SHALL BE INCLUDED IN THE PRICE BID FOR "BEAM GUIDE RAIL, BRIDGE".

INSTALL BEAM GUIDE RAIL ATTACHED TO MOMENT SLAB SHALL NOT BE MEASURED SEPERATELY FOR

BEAM GUIDE RAIL, POSTS, ANCHORAGES, WELDMENTS, AND ALL ELSE REQUIRED TO TRANSITION TO AND 3.

FOR QUAD-GUARD REINFORCED CONCRETE PAD AND ANCHOR BLOCK DETAILS, SEE SHEET 9.2.

BARRIER, TYPE 3, WIDTH NARROW".

PAYMENT. ALL COSTS THEREOF SHALL BE INCLUDED IN THE PRICE BID FOR "CRASH CUSHION, COMPRESSIVE

NECESSARY TO INSTALL QUADGUARD AND TRANSITION TO A W-BEAM SHALL NOT BE MEASURED FOR

BEAM, QUADGUARD, THRIE-BEAM, THRIE BEAM TO W-BEAM ASYMMETRICAL TRANSITION SECTION, AND ALL ELSE

DETAILS. REINFORCED CONCRETE PAD WITH ANCHOR BLOCK, TRANSITION PANEL ASSEMBLY, QUAD TO THRIE-

NOSE) AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AND

CRASH CUSHION, COMPRESSIVE BARRIER SHALL BE QUADGUARD M10 SYSTEM (TL-3) (2' WIDE, 6 BAYS, YELLOW 1.

BEAM GUIDE RAIL (42 LF)

NORTH GUIDE RAIL ELEVATION BROKEN STONE)

(NON-VEGETATIVE SURFACE,

TOP OF GRADE

"=1'-0"8

SCALE:

MSKT-SP-MGS TERMINAL (TL-3) SHOWN

46'- 10 1/2" TANGENT GUIDE RAIL TERMINAL

9'-4 1/2"

3 SPS. @ 3'-1 1/2"

6'-3"

4 SPS. @ 1'-6 3/4"

13 SPS. @ 3'-1 1/2"

6'-3"

5 SPS. @ 1'-6 3/4"

9'-4 1/2"

3 SPS. @ 3'-1 1/2"

BROKEN STONE (13 SY)

NON-VEGETATIVE SURFACE,

7'-9 3/4"

5 SPS. @ 1'-6 3/4"

11 3/8"

BAYS

3'-0"

(TYP.)

6 BAYS

18'-0"

CONCRETE PAD

REINFORCED

0 1'-4" 2'-8" 5'-4" 8'-0" 10'-8"

SCALE: 3/8" = 1'-0"

0 5' 10' 20' 30' 40'

SCALE: 1" = 10'

7'-9 3/4"

5 SPS. @ 1'-6 3/4"

11 3/8"

BAYS

3'-0"

(TYP.)

6 BAYS

18'-0"

SOUTH GUIDE RAIL ELEVATION

"=1'-0"8

SCALE:

QUADGUARD M10 SYSTEM (TL-3) (2' WIDE, 6 BAYS, YELLOW NOSE)

PAY LIMIT FOR CRASH CUSHION, COMPRESSIVE BARRIER, TYPE 3, WIDTH NARROW

DOUBLE THICKNESS

BEAM GUIDE RAIL, BRIDGE

MOMENT SLAB

12'-6"

4 SPS. @ 3'-1 1/2"

SPS. @ 6'-3"

PAY LIMIT FOR BEAM GUIDE RAIL

CONCRETE PAD

REINFORCED

SEE QUADGUARD DETAILS

BROKEN STONE)

(NON-VEGETATIVE SURFACE,

TOP OF GRADE

" THRIE BEAM2

7'-3

SECTION (12 GAUGE)

SECTION (10 GAUGE)

ASYMMETRICAL TRANSITION

THRIE BEAM TO W-BEAM

GUIDE RAIL

NESTED W-BEAM

" THRIE BEAM2

7'-3

SECTION (12 GAUGE)

QUADGUARD M10 SYSTEM (TL-3) (2' WIDE, 6 BAYS, YELLOW NOSE)

PAY LIMIT FOR CRASH CUSHION, COMPRESSIVE BARRIER, TYPE 3, WIDTH NARROW

SEE QUADGUARD DETAILS

SECTION (10 GAUGE)

ASYMMETRICAL TRANSITION

THRIE BEAM TO W-BEAM

BROKEN STONE (28 SY)

NON-VEGETATIVE SURFACE,

3'-1 1/2"

N . J P la n e

C o o rd in a te

S y s te m

BROKEN STONE (34 SY)

NON-VEGETATIVE SURFACE,

WITH TENSION STRUT BACKUP

GUIDE RAIL DETAILS

GENESIS ENGINEERING, LLC

973-383-3632 (phone); 973-383-1975 (fax)

JONATHAN M. KUPERUS

NJ Professional Engineer Lic. NO. 24GE04932100

G E

N E

S

IS

E N

G

IN

E E

R

IN

G L

L C

21 SUNSET INN ROAD, LAFAYETTE, NJ 07848

CERTIFICATE OF AUTHORIZATION: 24GA28149700

TOWNSHIP OF WANTAGE, COUNTY OF SUSSEX, NJ

CR 565 OVER PAPAKATING CREEK TRIBUTARY

BRIDGE X-03

REPLACEMENT OF SUSSEX COUNTY

APRIL 2026

DENSE GRADED AGGREGATE

STABILIZED SHOULDER

3"

N.T.S.

SHOULDER STABILIZATION DETAIL

N.T.S.

STEPPED PAVEMENT DETAIL

EDGE OF PAVEMENT

3" THICK HOT MIX ASPHALT INTERMEDIATE COURSE MIX 12.5M64

4" THICK HOT MIX ASPHALT BASE COURSE MIX 19M64

6" THICK DENSE GRADED AGGREGATE

2" THICK HOT MIX ASPHALT SURFACE COURSE MIX 9.5M64

NOTE: NO MEASUREMENT OR SEPARATE PAYMENT WILL BE MADE

FOR SHOULDER STABILIZATION BUT ALL COSTS THEREOF

SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE VARIOUS

HMA PAVING ITEMS.

SEE DETAIL ABOVE

N.T.S.

SHOULDER STABILIZATION WITH GUIDERAIL DETAIL

NON-VEGETATIVE SURFACE, BROKEN STONE

BROKEN STONE

LAYER SHALL BE 6" THICK LAYER OF 2"

NON-VEGETATIVE SURFACE, BROKEN STONE

2" STONE AND DGA

GEOTEXTILE FABRIC LAYER BETWEEN THE

NOTE: NO MEASUREMENT OR SEPARATE PAYMENT WILL BE MADE FOR GEOTEXTILE

FABRIC AROUND THE 2" STONE, BUT THE COSTS SHALL BE INCLUDED IN THE

UNIT BID FOR THE "NON-VEGETATIVE SURFACE, BROKEN STONE" ITEM.

NO MEASUREMENT OR SEPARATE PAYMENT WILL BE MADE FOR SHOULDER

STABILIZATION BUT ALL COSTS THEREOF SHALL BE INCLUDED IN THE UNIT

PRICE BID FOR THE VARIOUS HMA PAVING ITEMS.

PAY LIMIT

4'-0"

QUADGUARD CONCRETE PAD DETAIL

PAD AND ANCHOR BLOCK

7 1/4" THICK, 4000 PSI MIN. CONCRETE

21'-0"

NOT VARY MORE THAN 2% FROM FRONT AND BACK.

CROSS SLOPE OF PAD SHALL NOT EXCEED 8% AND 1.

NOTES:

/4

N.T.S.

PLAN VIEW

ELEVATION VIEW

RAIL ELEMENT POST

BLOCKOUT

N.T.S.

BEAM GUIDE RAIL DELINEATORS

BEAM GUIDE RAIL.

BE INCLUDED IN THE UNIT PRICE BID FOR

FOR DELINEATORS, BUT THE COST SHALL

NO SEPARATE PAYMENT WILL BE MADE NOTE:

(ELGIN, IL) OR APPROVED EQUAL

{ TO { NO. 567 BY AKT CORP.

FLEXIBLE DELINEATOR AT 25'-0"

ASPHALT JOINT SEALER

1/2" WIDE HOT POURED RUBBER

THE PAVEMENT LESS 1/2".

FILLER BOARD EQUAL TO THE THICKNESS OF

THE CONCRETE AND PAVEMENT. DEPTH OF

FILLER BOARD TO BE INSTALLED BETWEEN

1/2" PREMOULDED BITUMINOUS IMPREGNATED

SCALE: N.T.S

JOINT SEALER DETAIL

MOMENT SLAB

CONCRETE PAVEMENT

TOP OF

5'-2"

TYP.

3" COVER

#5 @ 24"

FOUR (4) #5 SPACED EVENLY

TYP.

3" COVER

T

Y P

C

O V

E R

#5 @ 24"

FOUR (4) #5 SPACED EVENLY

5'-2"

CONSTRUCTION DETAILS

SCALE: AS SHOWN

APPLIED TO THE TOP OF SLAB

CLASS 6, SURFACE SHALL BE

+50 +50

+50

12+00

13+00

14+00

+50

15+00

+50

16+00

REVISION CK'D.BY DATE

GENESIS ENGINEERING, LLC

973-383-3632 (phone); 973-383-1975 (fax)

JONATHAN M. KUPERUS

NJ Professional Engineer Lic. NO. 24GE04932100

G E

N E

S

IS

E N

G

IN

E E

R

IN

G L

L C

21 SUNSET INN ROAD, LAFAYETTE, NJ 07848

CERTIFICATE OF AUTHORIZATION: 24GA28149700

TOWNSHIP OF WANTAGE, COUNTY OF SUSSEX, NJ

CR 565 OVER PAPAKATING CREEK TRIBUTARY

BRIDGE X-03

REPLACEMENT OF SUSSEX COUNTY

APRIL 2026

R.O.W.

F lo w

R.O.W.

Barn

P a v v e

#A3542684

Century Link

R.O.W.

Overhead Wires (Typ.)

U-S Tel. Co.

CTL 12

Edge of Stream

Stream

Edge of

Gate

Shed

X.T. Co. of NJ.

CTL 12

Freshwater Wetlands Boundary Line (Typ.)

Guiderail (Typ.)

SUSSEX COUNTY ROUTE 565

(66' WIDE RIGHT OF WAY)

ROSS'S CORNER-SUSSEX ROAD

Edge of Pavement (Typ.)

Dwelling

Wall

Retaining

Residential

F lo w

Catch Basin

18" CPP

TAX LOT 24.01

BLOCK 117

N/F PATAWARAN

DEED BOOK 3653 PAGE 359

Boundary Line (Typ.)

Freshwater Wetlands

Wall

Remains of Concrete

20"

18" 8" 12"

5"

7" 12"

7" 6" 6"

6" (Typ.)

Tree and Diameter

8"

5"

STA. 11+00.00

BEGIN PROJECT

STA. 14+50.00

END PROJECT

Concrete Wall

Remains of

100 LF - SILT FENCE (DOUBLED)

CONSTRUCT

110 LF - SILT FENCE (DOUBLED)

CONSTRUCT

120 LF - SILT FENCE (DOUBLED)

CONSTRUCT

50 LF - SILT FENCE (DOULBLE)

CONSTRUCT

PROPOSED DISTURBANCE

TEMPORARY

PERMANENT

TYPE

0.002 N/A

WETLANDS

AREA

TRANSITION

WETLANDS

0.001 0.050

WATERS

STATE OPEN

0.018 N/A

SF ACRES

N/A

SF ACRES SF ACRES

N/A

12 LF - FLOATING TURBIDITY BARRIER, TYPE 1

CONSTRUCT

0 20 40 60 80

SEE SHHET 11, NOTES 1-3

OF STREAM FLOW

MAINTENANCE AND PROTECTION

N . J P la n e

C o o rd in a te

S y s te m

DEED BOOK 3081 PAGE 60

RINGIER TO SCADB

FARMLAND PRESERVATION AREA

DEED BOOK 3612 PAGE 496

N/F AIRSPACE FLIGHT, LLC

DEED BOOK 3306 PAGE 45

TURNQUIST TO USA

WETLAND RESERVE PROGRAM

BLOCK 17

TAX LOT 27

100 LF - CAUTION FENCE

CONSTRUCT

LEGEND

HdxpBb

T R

IB

U T

A

P

A K

A T

E

GENERAL PERMIT #10A PERMIT CONDITIONS

FRESHWATER WETLANDS PROTECTION ACT RULES

THE WATER LEVEL IS AT ITS LOWEST

PASSAGE IS UNIMPEDED DURING TIMES WHEN

DESIGN THE CROSSING TO ENSURE THAT FISH

CONDITION COMPLIANCE

OF THE CROSSING

AND/OR STATE OPEN WATERS ON EITHER SIDE

HYDROLOGY OF THE FRESHWATER WETLANDS

ENSURE CROSSING DOES NOT ALTER THE

REQURED.

THE TOP OF BANK OR HIGH WATER, UNLESS

NOT EXCEED 200 CUBIC YARDS OF FILL BELOW

NECESSARY TO PREVENT EROSION, AND SHALL

MATERIAL USED SHALL BE THE MINIMUM

RIP-RAP OR OTHER ENERGY DISSIPATING

SCENARIO)

FEET FOR EACH CROSSING (SHORT CROSSING

STATE OPEN WATERS IS NO LONGER THAN 100

LENGTH OF DISTURBANCE OF WETLANDS AND

ACRES OR GREATER

PERMANENT LOSS AND/OR DISTURBANCE OF 0.1

MITIGATION SHALL BE PERFORMED FOR ALL

CONDITIONS.

DESIGNED TO BE THE SAME AS EXISTING

PROPOSED CULVERT'S STREAM FLOW IS

LIKELY BE DIVERTED THROUGH A PIPE.

DURING CONSTRUCTION, THE STREAM WILL

EXISTNG CONTOURS OF THE WATER BODY.

BRIDGE WILL REMAIN CONSISTENT TO THE

CHANNEL WITHIN THE VICINITY OF THE

THE GRADES AT THE BASE OF THE

PROJECT.

NO RIP RAP IS PROPOSED AS PART OF THIS

54' < 100'

MEETS CRITERIA

NO MITIGATION, NO PERMANENT LOSS

12 SF - INLET FILTER, TYPE 1

CONSTRUCT

Area (150')

Transition

Wetlands

WATERS

STATE OPEN

Stream

Edge of

WATERS

STATE OPEN

Stream

Edge of

STA. 12+34.92

P.C.

SCALE: 1"=20' SCALE: 1" = 20'

EROSION PLAN

WETLANDS AND SOIL

3,932 SF

PROPOSED LIMIT OF DISTURBANCE

Area (150')

Wetlands Transition

NOTES:

PERCENT SLOPES, VERY STONEY

HdxpBb - HAZEN-PAULINS KILL COMPLEX, 3 TO 8

DISTURBANCE -

USDA SOIL SURVEY OF SUSSEX COUNTY IN AREA OF 2.

(CONCRETE CURB AND WALL)

INCREASE IN IMPERVIOUS AREA = 0.002 ACRES 1.

WETLANDS TRANSITION AREA LIMIT

WETLANDS

STATE OPEN WATERS

LIMIT OF DISTURBANCE

RIGHT OF WAY

TRANSITION AREA DISTURBANCE

TEMPORARY WETLANDS

AREA DISTURBANCE

PERMANENT WETLANDS TRANSITION

DISTURBANCE

TEMPORARY WETLANDS

DISTURBANCE

TEMPORARY STATE OPEN WATERS

+50 +50

+50

12+00

13+00

14+00

+50

15+00

+50

16+00

REVISION CK'D.BY DATE

GENESIS ENGINEERING, LLC

973-383-3632 (phone); 973-383-1975 (fax)

JONATHAN M. KUPERUS

NJ Professional Engineer Lic. NO. 24GE04932100

G E

N E

S

IS

E N

G

IN

E E

R

IN

G L

L C

21 SUNSET INN ROAD, LAFAYETTE, NJ 07848

CERTIFICATE OF AUTHORIZATION: 24GA28149700

TOWNSHIP OF WANTAGE, COUNTY OF SUSSEX, NJ

CR 565 OVER PAPAKATING CREEK TRIBUTARY

BRIDGE X-03

REPLACEMENT OF SUSSEX COUNTY

APRIL 2026

R.O.W.

F lo w

SCALE: 1"=20'

R.O.W.

Barn

P a v v e

#A3542684

Century Link

R.O.W.

Overhead Wires (Typ.)

U-S Tel. Co.

CTL 12

Edge of Stream

Stream

Edge of

Gate

Shed

X.T. Co. of NJ.

CTL 12

Freshwater Wetlands Boundary Line (Typ.)

Guiderail (Typ.)

SUSSEX COUNTY ROUTE 565

(66' WIDE RIGHT OF WAY)

ROSS'S CORNER-SUSSEX ROAD

Edge of Pavement (Typ.)

Dwelling

Wall

Retaining

Residential

F lo w

Catch Basin

18" CPP

TAX LOT 24.01

BLOCK 117

N/F PATAWARAN

DEED BOOK 3653 PAGE 359

Line (Typ.)

Boundary

Wetlands

Freshwater

Edge of Stream

Edge of Stream

Wall

Remains of Concrete

20"

18" 8" 12"

5"

7" 12"

7" 6" 6"

6"

(Typ.)

Tree and Diameter

8"

5"

STA. 11+00.00

BEGIN PROJECT

STA. 14+50.00

END PROJECT

Concrete Wall

Remains of

PROPOSED DISTURBANCE

TEMPORARY

PERMANENT

TYPE RIPARIAN

0.010 N/A

SF ACRES

N/A from the top of bank)

Riparian Zone (50' bank) from the top of

Riparian Zone (50' from the top of bank)

Riparian Zone (50' bank) from the top of

Riparian Zone (50'

0 20 40 60 80

NOTES:

2 YEAR PEAK FLOOD - 97.2 CFS

FLOW INFORMATION FOR FLOW DIVERSION3.

IS A SCHEMATIC REPRESENTATION ONLY.

MAINTENANCE AND AND PROTECTION OF STREAM FLOW DEPICTION 2.

IN THE STATE OF NEW JERSEY.

SHALL BE DESIGNED, SIGNED AND SEALED BY A LICENSED ENGINEER

THE START OF WORK. THE STREAM FLOW DIVERSION SYSTEM

STREAM FLOW PLAN TO THE COUNTY FOR APPROVAL PRIOR TO

CONTRACTOR TO SUBMIT THE MAINTENANCE AND PROTECTION OF 1.

N . J P la n e

C o o rd in a te

S y s te m

DEED BOOK 3081 PAGE 60

RINGIER TO SCADB

FARMLAND PRESERVATION AREA

DEED BOOK 3612 PAGE 496

N/F AIRSPACE FLIGHT, LLC

DEED BOOK 3306 PAGE 45

TURNQUIST TO USA

WETLAND RESERVE PROGRAM

BLOCK 17

TAX LOT 27

LEGEND

Flood (Typ.)

100 Year

100 Year Flood (Typ.)

HdxpBb

T R

IB

U T

A

P

A K

A T

E

GENERAL PERMIT-BY-CERTIFICATION #10 CONDITIONS

FLOOD HAZARD AREA CONTROL ACT RULES

REPLACEMENT.

REMOVED MORE THAN ONE YEAR PRIOR TO

THE CULVERT BEING REPLACED WAS NOT

CONDITION COMPLIANCE

REGULATED WATER.

THAN SIX INCHES ABOVE THE INVERT OF THE

OF THE CULVERT BEING REPLACED LIES MORE

OTHERWISE SITUATED SUCH THAT THE INVERT

THE CHANNEL IS NOT SCOURED, INCISED, OR

CERTIFICATION CONFIRMING THAT:

THE APPLICANT OBTAINS AN ENGINEERING

SAME MATERIAL AS THE EXISTING CULVERT, AND...

THE REPLACEMENT CULVERT IS MADE OF THE

CULVERT.

WINGWALL CONFIGURATION AS THE EXISTING

THE REPLACEMENT CULVERT HAS THE SAME

DOWNSTREAM FLOW

WITH THE INVERT OF THE UPSTREAM AND

PROPOSED CULVERT'S INVERT IS IN LINE

SERVICEABLE SINCE 1963.

THE STRUCTURE HAS BEEN IN PLACE AND

ALONG WITH THIS PERMIT PACKAGE.

AN ENGINEERING CERTIFICATION IS SUBMITTED

IS A CORRUGATED METAL PIPE ARCH.

THE EXISTING AND REPLACEMENT CULVERT

NO HEADWALLS.

PIPE ARCHES EXTRUDING THROUGH FILL WITH

THE EXISTING AND PROPOSED CULVERT ARE

MATCHES EXISTING.

THE PROPOSED CROWN OF THE ROADWAY

ARE OUTSIDE OF THE FLOOD HAZARD AREA.

THE ROADWAY SURFACE AND PARAPETS

AREA.

BEING ALTERED WITHIN THE FLOOD HAZARD

THE DIMENSIONS OF ANY PARAPETS ARE NOT

ROADWAY PROFILE ABOVE THE CULVERT AND

THE ELEVATION OF THE CROWN OF THE

FROM THE CULVERT.

CLEARED CUT OR REMOVED OUTSIDE OF 20'

NO RIPARIAN ZONE VEGETATION WILL BE

REPLACEMENT

DISTURBANCE IS NECESSARY TO FACILITATE ITS

WITHIN 20' OF THE CULVERT, WHERE SUCH

CUT, AND/OR REMOVED, EXCEPT VEGETATION

NO RIPARIAN ZONE VEGETATION IS CLEARED,

1.5(d) ARE OBSERVED

TIMING RESTRICTIONS SET FORTH AT N.J.A.C. 7:13- ALL TIMING RESTRICTIONS WILL BE OBSERVED

STA. 12+34.92

P.C.

STOCKPILE

STOCKPILE

PERMIT PLAN

FLOOD HAZARD AREA

SCALE: 1" = 20'

100YR / FLOOD HAZARD AREA LIMIT

RIPARIAN ZONE LIMIT

WETLANDS

STATE OPEN WATERS

LIMIT OF DISTURBANCE

RIGHT OF WAY

DISTURBANCE

TEMPORARY RIPARIAN ZONE

GENESIS ENGINEERING, LLC

973-383-3632 (phone); 973-383-1975 (fax)

JONATHAN M. KUPERUS

NJ Professional Engineer Lic. NO. 24GE04932100

G E

N E

S

IS

E N

G

IN

E E

R

IN

G L

L C

21 SUNSET INN ROAD, LAFAYETTE, NJ 07848

CERTIFICATE OF AUTHORIZATION: 24GA28149700

TOWNSHIP OF WANTAGE, COUNTY OF SUSSEX, NJ

CR 565 OVER PAPAKATING CREEK TRIBUTARY

BRIDGE X-03

REPLACEMENT OF SUSSEX COUNTY

APRIL 2026

GIVEN TO THE UPPER DELAWARE SOIL CONSERVATION DISTRICT.

NOTE: 48 HOURS PRIOR TO ANY SOIL DISTURBANCE, NOTICE OF SUCH IN WRITING SHALL BE

AT A RATE OF 90 LBS./1000 S.F. ACCORDING TO THE NJ STANDARDS.SEEDING. APPLY

MULCH WITH UNROTTED SALT HAY OR SMALL GRAIN STRAW IMMEDIATELY AFTER 5.

APPLY SEED MIXTURE AS SPECIFIED IN TABLE 917.03.03-14.

APPLY FERTILIZER (10-20-10) AT A RATE OF 14LBS./1000 S.F.3.

APPLY GROUND LIMESTONE AT A RATE OF 90 LBS./1000 S.F.2.

APPLY TOPSOIL TO A DEPTH OF 4".1.

SEEDING. APPLY AT A RATE OF 90 LBS./1000 S.F.

MULCH WITH UNROTTED SALT HAY OR SMALL GRAIN STRAW IMMEDIATELY AFTER 5.

APPLY PERENNIAL RYE GRASS AT A RATE OF 1 LB./1000 S.F.4.

APPLY FERTILIZER (10-20-10) AT A RATE OF 11 LBS./1000 S.F.3.

APPLY LIMESTONE AT A RATE OF 90 LBS./1000 S.F.2.

STOCKPILE AREA AS REQUIRED.

CONSTRUCT TEMPORARY DIVERSION BERM AND/OR HAY BALE BARRIER AROUND 1.

TABLE 917.03.01-1 TYPE A-1 GRASS SEED MIXTURE

TITLE

KENTUCKY BLUE GRASS

(CREEPING OR CHEWINGS)

RED FESCUES

PERCENT

PURITY,

MINIMUM

REDTOP

TRACHYPHYLLA)

HARD FESCUE (FESTUCA

WHITE CLOVER

PERENNIAL RYEGRASS

PERCENT

GERMINATION,

MINIMUM

OF MIXTURE

TOTAL WEIGHT

PERCENT OF

DIG 6" WIDE & 6" DEEP

6"

3' WIDE

8'-0"

TAMP IN PLACE.

1'-0" OF FABRIC,

TRENCH, BURY BOTTOM

FIBER

SYNTHETIC FILTER

M

IN

M

IN

SYNTHETIC FILTER FIBER

FENCE POSTS

MIN

6"

FLOW

WATER

FLOW

FLOW

ANGLE FIRST STAKE TOWARD

PREVIOUSLY LAID BALE.

2 REBAR'S, STEEL PICKS, OR 2" x 2"

STAKES 1 1/2' TO 2' IN GROUND

SECURELY TIED BALES PLACED

ON THE CONTOUR

N.T.S.

SILT FENCE

N.T.S.

HAY BALE SEDIMENT BARRIER

EMBEDDING DETAIL

H O S E

F R O

M

P U

M P

SECURE HOSE

TO GROUND

STAKED AND

ENTRENCHED

HAY BALE

2'X2'X36" WOOD STAKE

OR #6 REBAR. 2 PER BALE.

PIPING (ANCHOR TOE)

COMPACT SOIL TO PREVENT

LADEN RUNOFFSEDIMENT

RUNOFF

FILTERED

Existing

Ground

S L

O P

E

STAKED AND ENTRENCHED

HAY BALE DIKE

FILTER BAG. REDUCES WATER

FOR PUMP SIZE USED.

PER MANUFACTURE'S SPECIFICATION

AND TO FILTER WATER. BAG SIZE

VELOCITY TO ELIMINATE EROSION

PLAN SECTION

MATERIAL TO ELIMINATE SEDIMENT-LADEN RUNOFF.

HAVE BEEN UNDERMINED, OR PLACE SUITABLE

3. IMMEDIATELY REPLACE SECTIONS OF DIKE WHICH

WHICHEVER IS LESS.

BALES, OR REACHES THE ENDS OF THE DIKE,

1/3 OF THE ABOVE-GROUND HEIGHT OF THE HAY

2. REMOVE SEDIMENT WHEN ACCUMULATION REACHES

DIKE.

CONTOURS. EXTEND ENDS OF DIKE A MINIMUM OF

1. INSTALL HAY BALE DIKE PARALLEL TO THE EXISTING

NOTES:

CLEAN AND STABILIZE THE AREA.

SEDIMENT FILTER MATERIALS. IMMEDIATELY

OPERATION, REMOVE AND DISPOSE OF ALL

5. UPON COMPLETION OF THE DEWATERING

SIZE USED.

MANUFACTURER'S RECOMMENDATION FOR PUMP

FILTER BAG TO HOSE IN ACCORDANCE WITH

START OF DEWATERING OPERATIONS. ATTACH

TO THE ENGINEER FOR APPROVAL PRIOR TO THE

INSTALLATION PROCEDURE MUST BE SUBMITTED

4. FILTER BAG SPECIFICATIONS AND

N.T.S.

SEDIMENT FILTER FOR PUMPED WATER

PLACEMENT AND ANCHORING DETAIL

SUGGESTED SEQUENCE/METHOD OF CONSTRUCTION

TASK

INSTALL SOIL EROSION & SEDIMENT CONTROL MEASURES

DURATION

ESTIMATED

1 DAY

1 DAY

MILL ROADWAY AND FINAL PAVING 1 DAY

1 DAY

SOIL EROSION AND SEDIMENT CONTROL MEASURES ONLY

THE ABOVE SCHEDULE IS FOR IMPLEMENTATION AND INSTALLATION OF

21 DAYS

SEE DETAIL SHEETS FOR ADDITIONAL SOIL AND SEDIMENT CONTROL DETAILS.13.

AND SEDIMENT CONTROL IN NEW JERSEY, FEBRUARY 2014.

SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN ACCORDANCE WITH STANDARDS FOR SOIL EROSION 12.

TRACKING PAD TO BE KEPT CLEAN AND REPAIRED AS NECESSARY.11.

CONSERVATION DISTRICT.

DUST TO BE CONTROLLED WITH WATER, CALCIUM CHLORIDE OR OTHER METHOD APPROVED BY THE SOIL 10.

SHOWED ON APPROVED PLANS ARE INSTALLED.

NO BUILDING PERMITS WILL BE RELEASED UNTIL ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES AS 9.

SEDIMENT TRACKED ONTO PUBLIC RIGHT-OF-WAYS SHALL BE SWEPT AT THE END OF EACH WORKING DAY.8.

ARE NOT COMPLETED.

COMPLIANCE IS NEEDED AND SOIL EROSION AND SEDIMENT CONTROL MEASURES FOR PERMANENT STABILIZATION

WITH THE UPPER DELAWARE CONSERVATION DISTRICT DURING THE NONGROWING SEASON IF A CERTIFICATE OF

A CASH BOND OF NOT LESS THAN $2,500. (PER DISTURBED ACRE OR PART THEREOF, OR A LOT) WILL BE POSTED 7.

PHASING, IS THE ULTIMATE RESPONSIBILITY OF THE OWNER.

FINAL STABILIZATION OF ALL LAND DISTURBANCES ASSOCIATED WITH UNDERGROUND UTILITIES, IRRESPECTIVE OF 6.

OF COMPLIANCE RELEASE.

COMPLIANCE. TWO WEEKS NOTICE MUST BE GIVEN TO THE DISTRICT TO SCHEDULE INSPECTION FOR CERTIFICATE

AROUND INDIVIDUAL LOTS IN SUBDIVISIONS WILL BE COMPLETED BEFORE THE DISTRICT ISSUES A CERTIFICATE OF

BEEN COMPLIED WITH FOR PERMANENT MEASURES. ALL SITE WORK RELATIVE TO APPROVED PLANS AND ALL WORK

MUNICIPALITY BEFORE THE PROVISIONS OF THE CERTIFIED PLAN FOR SOIL EROSION AND SEDIMENT CONTROL HAVE

IN THAT N.J.S.A. 4-24-39 ET SEQ REQUIRES THAT NO CERTIFICATES OF OCCUPANCY BE ISSUED BY THE 5.

A 48 HOUR START OF LAND DISTURBANCE NOTIFICATION SHALL BE GIVEN.4.

APPROPRIATE RE-REVIEW FEES.

ANY CHANGES OF APPROVED PLANS SHALL REQUIRE AN ADDITIONAL SUBMITTAL TO THE DISTRICT INCLUDING 3.

DURING CONSTRUCTION.

REQUIRED AS DEEMED NECESSARY BY THE DISTRICT IN THE EVENT OF ANY UNFORESEEN PROBLEMS INCURRED

RELEVANT TO THE APPROPRIATE STATUTES. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE

FAILURE OF THE AFOREMENTIONED PLAN SHALL NOT RELIEVE THE APPLICANT OF ANY OF ITS RESPONSIBILITIES 2.

LAND DISTURBANCE. TWO WEEKS NOTICE MUST BE GIVEN FOR SCHEDULING PRECONSTRUCTION MEETINGS.

PRECONSTRUCTION MEETING, IT IS THE RESPONSIBILITY OF THE OWNER/APPLICANT TO SCHEDULE ONE BEFORE ANY

ENGINEER, CONTRACTORS, AND UTILITY REPRESENTATIVES. IF THE TOWNSHIP ENGINEER DOES NOT SCHEDULE A

THE DISTRICT SHALL BE REPRESENTED AT THE PROJECT PRECONSTRUCTION MEETING WITH THE TOWNSHIP 1.

SEDIMENT CONTROL GENERAL NOTES:

UPPER DELAWARE SOIL CONSERVATION DISTRICT SOIL EROSION AND PERMANENT STABILIZATION SPECIFICATIONS

CLEAR SITE, INSTALL STREAM CONTROL MEASURES

1 DAY12

TOPSOIL STOCKPILE PROTECTION

4 DAYSBACKFILL / CONSTRUCT FOOTINGS

BACKFILL / CONSTRUCT HEADWALLS

4 DAYS

EXCAVATION 1 DAY

REMOVE STREAM CONTROL MEASURES, LANDSCAPING

FINAL CLEAN-UP, REMOVE DETOUR

INSTALL DETOUR 1 DAY

3 DAYSINSTALL PIPE

1 DAYINSTALL SUBBASE, PAVE BASE

INSTALL GUIDERAIL AND END TERMINALS 1 DAY

N.T.S.

TREE PLANTING DETAIL (W/ DEER EXCLUSION CAGE)

(TYP.OF 4)

GREEN STEEL FENCE T-POST

1 3/4" X 3 1/2" X 5' LONG

TYP.

1' MIN.

RUBBER HOSE (TYP.)

GUY WIRE (TYP.) WIRE MESH FENCE

GAUGE, 2" X 4" WELDED

6" MIN. (TYP.)

TOP 1/2 OF BALL

REMOVE BURLAP FROM

3" THICK MULCH

GUYING STAKE (TYP.)

HARDWOOD TREE

2" X 2" X 6' LONG

NATIVE SOIL

TRACHYPHYLLA) AT THE RATE OF 20 POUNDS PER ACRE.

REPLACE KENTUCKY 1 WITH HARD FESCUE (FUSTUCA 1.

SEDIMENT CONTROL NOTES

SOIL EROSION AND

SCALE: AS SHOWN

9 PAVE INTERMEDIATE 1 DAY

GENESIS ENGINEERING, LLC

973-383-3632 (phone); 973-383-1975 (fax)

JONATHAN M. KUPERUS

NJ Professional Engineer Lic. NO. 24GE04932100

G E

N E

S

IS

E N

G

IN

E E

R

IN

G L

L C

21 SUNSET INN ROAD, LAFAYETTE, NJ 07848

CERTIFICATE OF AUTHORIZATION: 24GA28149700

TOWNSHIP OF WANTAGE, COUNTY OF SUSSEX, NJ

CR 565 OVER PAPAKATING CREEK TRIBUTARY

BRIDGE X-03

REPLACEMENT OF SUSSEX COUNTY

APRIL 2026

13+00

+50

GENERAL NOTES

F lo w

RETAINING WALL / CRIBBING

REMOVE EXISTING REMAINS OF

Existing Guiderail

Existing Edge of Pavement

Existing Striping

Existing Baseline

Existing Striping

Existing Edge of Pavement

Existing Guiderail

FOR MOMENT SLAB DETAILS, SEE SHEET 15. FOR RETAINING WALL DETAILS, SEE SHEET 16.10.

DETAILS AND NOTES FOR CULVERT, SEE SHEET 14.

FOR BACKFILL REQUIREMENTS, BRIDGE LOAD RATING TABLE AND NOTES, AND OTHER ADDITIONAL 9.

AND A563, GRADE C (NUTS).

NUTS AND BOLTS SHALL CONFORM TO AASHTO M232 AND M291 OR ASTM A449, TYPE 1 (BOLTS) 8.

CORRUGATED ALUMINUM ALLOY MAY NOT BE SUBSTITUTED FOR CORRUGATED STEEL.

OR ASTM A761 WITH A POLYMER COATING CONFORMING TO AASHTO M246 OR ASTM A 929.

CORRUGATED METAL PIPE ARCH SHALL BE CORRUGATED STEEL CONFORMING TO AASHTO M167 7.

FACTORED BEARING RESISTANCE = 6.5 KSFB.

NOMINAL BEARING RESISTANCE = 14.4 KSFA.

FOUNDATION DESIGN CRITERIA6.

REINFORCEMENT CUT IN THE FIELD SHALL BE PAINTED WITH A ZINC RICH REPAIR PAINT.

ALL REINFORCEMENT, CHAIRS, AND TIE WIRES SHALL BE GALVANIZED. THE ENDS OF ANY

ASTM A615 (GRADE 60) (fs) = 24 KSI

REINFORCEMENT STEEL (GALVANIZED):5.

1,600 PSICLASS A

ALLOWABLE STRENGTHS, EXTREME FIBER IN COMPRESSION (fc)(C)

4,600 PSICLASS A

CLASS DESIGN STRENGTHS (IN ACCORDANCE WITH TABLE 903.03.06-3 OF NJDOT STA. SPECS.)(B)

4,000 PSICLASS A

SPECIFIED DESIGN COMPRESSIVE STRENGTHS (f'c)(A)

GRADE OR AS DIRECTED BY THE RE. 3/4" CHAMFER ON EXPOSED CORNERS.

6 SPECIAL SURFACE FINISH (CLEAR SEALER) ON EXPOSED SURFACES AND EXTEND 2' BELOW

MOMENT SLAB AND RETAINING WALL SHALL BE CLASS A CONCRETE WITH FIBER STRAND. CLASS

CONCRETE ITEMS:4.

AASHTO LRFD HL-93 VEHICULAR LIVE LOADING.

LIVE LOAD:3.

THE SPECIAL PROVISIONS AND SUPPLEMENTAL SPECIFICATIONS.

2019 NJDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AS MODIFIED BY

CONSTRUCTION SPECIFICATIONS:2.

STRUCTURES.

MODIFIED BY SECTION 3 OF THE 2016 (6TH EDITION) NJDOT DESIGN MANUAL FOR BRIDGE AND

THE 2020 (9TH EDITION) AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, WITH CURRENT INTERIMS, AS

DESIGN SPECIFICATIONS:1.

N71°20'33"E

S °3

'3

"E

STA. 12+76.40

INTERSECTION

W.P. 2

{…