UP 70066HG

UP BT70065

UP BT404HG

UP BT2019EHG

UP NO NUMB

UP 70062HG

941939

LAKESIDE BOULEVARD

WEST RIVER STYX ROAD

SAN. MHRIM 955.19

CRESCENTROAD

RIVER STYX ROAD

RIVER STYX ROAD

961

960

959

958

957956

955

957

954 953

952 95

1 950

949

948

947

946

945 944

943

942 940

BITUMINOUS CURB

938

SAN. MHRIM 939.99

937936

935

935

936

937

938

939

938

937

936

941

942943

953

952

951

950

949

934

"B" INLETGR. 955.99INV. 952.19

CONC. CURB

CONC. CURB

18" R

CP

12" RCP

18" RCP

15" C

MP

965

WOOD FRAMEDBUILDING

964

963

961962

DOUBLE YELLOW LINE

960959

958

EDGE OF PAVEMENT

CONC. SIDEWALK

CONC. SIDEWALK

"E" INLETGR. 957.15(N)INV. 954.00(S)INV. 954.55

R.R. TIE WALL

CONC. SIDEWALK

JERSEY

BARRIER

GUIDE RAIL

"A" INLETGR. 956.29INV. 953.49

SAN. MHRIM 953.80

MACADAMDRIVEWAY

"B" INLETGR. 936.09INV. 932.39

12" RCP

"B" INLETGR. 935.69

(NW)INV. 931.89(E)INV. 932.19

15" RCP

15" RCP

1'x1' INLETGR. 934.31

"B" INLETGR. 933.74INV. 931.84

12" RCP

DOUBLE YELLOW LINE

DOUBLE YELLOW LINE

EDGE OF ROAD

MACADAMDRIVEWAY

CONC. SIDEWALK

MACADAMDRIVEWAY

WOOD FRAMEDBUILDING

WOOD FRAMEDBUILDING

CONC. CURB

30"

10"10"10"

12"

2"

2"

WOOD FRAMEDDWELLING

WOOD FRAMEDBUILDING

EDGE OF PAVEMENTHEDGE ROW

HUDSON MAXIMSCHOOL

R.R. TIE WALL

R.R. TIEWALL

MACADAMDRIVEWAY GRAVEL

DRIVEWAY

937.74

934.64

CONC. SIDEWALK

WOOD FRAMEDBUILDING

BITUMINOUS CURB

GRAVELDRIVEWAY

961.20

958.24

955.38

949.13

957.63

952.57

949.27

946.37

944.27

940.45

939.22

936.38

935.37

UP ! 70004HG

PAVEMENTSEAM

R.R. TIEWALL

TIMBERFENCE

PAVEMENT EDGECONC.PAD

BITUMINOUSBERM

BROKENCONC.

EDGE OF PAVEMENT

PAVERS

BRICKPAVERS

CONC.

BRICK WALL

COLUMN(TYP)

22'-0"

PROPOSED ROW PERSUSSEX COUNTY

ALIGNMENT

CONSTRUCT 9"CONC. CURB

CONSTRUCT 4' WIDE CONC.SIDEWALK AND 2' WIDE

PAVER (TYP.)

LIMIT OF WORKMATCH EXISTING GRADE W/ ASPHALT.CONSTRUCT 22' WIDE ROAD W/(2) 11' LANES AND (2) 2' SHOULDERS

CONC. CURB W/25 FT RADIUS

CONC. CURB W/ 20 FTRADIUS, TIE IN TO

EXISTING CURB

LIMIT OF EXISTINGCURB TO REMAIN.

EXISTING LIGHT POLESTO BE REPLACED (TYP.)

EXISTING CURB, PAVERS, ANDCONC. SIDEWALK TO REMAIN.

MATC

HLIN

E SE

E SH

EET

2 - S

TA. 4

7+17

MATC

HLIN

E SE

E SH

EET

1 - S

TA. 4

7+17

RIVER STYX ROAD (50' R.O.W.)

START OF PROJECT

STA. 42+25

CONC. CURB W/15 FT RADIUS

CONC. CURB

2'-0"

2'-0"

4'-0"

26'-0"

13'-0"

13'-0"

13'-0"

LIMIT OF EXISTING CONC. CURB.EXISTING CURB TO REMAIN.

24'-0"

24'-0"

BLOCK 30706 , LOT 1

BLOCK 30701 , LOT 4BLOCK 30701 , LOT 5

BLOCK 30701 , LOT 6BLOCK 30701 , LOT 7

BLOCK 30701 , LOT 12

BLOCK 30701 , LOT 2

BLOCK 30701 , LOT 1

BLOCK 30705 , LOT 9 BLOCK 30705 , LOT 7BLOCK 30705 , LOT 6

BLOCK 30707 , LOT 3

BLOCK 30707 , LOT 1

BLOCK 30601, LOT 21

BLOCK 30612, LOT 1

CONSTRUCT TYPE "B" INLET ANDSTORM MANHOLE ALONG

PROPOSED CURB.REMOVE EXISTING INLET

10' TRANSITION TOEXISTING CURB HEIGHT

0

15'-0"

10' TRANSITION TOEXISTING CURB HEIGHT

13'-0"

0

INSTALL (2) TYPE 5 ADA CURB RAMPS W/DETECTABLE WARNING STRIP -SEE DETAIL

REMOVE EXISTINGSIDEWALK (TYP.)

12'-0"

FERTILIZE AND SEED AREABEHIND PROPOSED CURB TORESTORE TOPSOIL - 4" THICK(TYP.)

CONSTRUCT BITUMINOUSDRIVEWAY W/ HMA 9.5 M64SURFACE COURSE (TYP.)

CONSTRUCT ASPHALT PAD W/ HMA9.5 M64 SURFACE COURSE (TYP.)

EXTEND EXISTING SIDEWALKTO PROPOSED CURB (TYP.)

LIMIT OF DISTURBANCEFOR PROJECT (TYP.)

HOPATCONG BOARD OF EDUCATION

433 RIVER STYX RD

URBAN MARGOT POA %M HEVER

461 LAKESIDE BLVD

ST ANGELO, LYNNE

441 RIVER STYX RD

FRECHTLING, PETER E

443 RIVER STYX RD

430 RIVER STYX RD

RBH INVESTMENTS, LLC

5 WEST RIVER STYX RD

GREENTREE AT HOPATCONG, LLC

438 RIVER STYX RD

GREENTREE AT HOPATCONG, LLC

436 RIVER STYX RD

CASSAR, HENRY & MARY

434 RIVER STYX RD

BLOCK 30701 , LOT 1

2 WEST RIVER STYX RD

GREENTREE AT HOPATCONG, LLC

STONE, RALPH & SANDRA

4 WEST RIVER STYX RD

INSTALL (2) TYPE 5 ADA CURB RAMPS W/DETECTABLE WARNING STRIP -

SEE DETAIL

INSTALL (2) TYPE 5 ADACURB RAMPS W/

DETECTABLE WARNINGSTRIP - SEE DETAIL

CONSTRUCT 6' WIDE CONC. APRON INFRONT OF BITUMINOUS DRIVEWAY (TYP.)

30'-0"

24'-0"

CONSTRUCT BITUMINOUSDRIVEWAY W/ HMA 9.5 M64

SURFACE COURSE (TYP.)

FERTILIZE AND SEED AREA BETWEENPROPOSED CURB AND LIMIT OF

DISTURBANCE TO RESTORE TOPSOIL -4" THICK (TYP.)

FERTILIZE AND SEED AREA (APPROX. 2' WIDE)BETWEEN PROPOSED SIDEWALK AND LIMIT OF

DISTURBANCE TO RESTORE TOPSOIL - 4" THICK (TYP.)

LIMIT OF DISTURBANCEFOR PROJECT (TYP.)

12'-0"

REMOVE EXISTING CONC. CURBCONSTRUCT 9"X18" CONC. CURB

INSTALL DEPRESSED CURBIN FRONT OF CONC. APRON -

SEE DETAIL (TYP.)

EXISTING PROPERTY LINE

PROPOSED ROW PERSUSSEX COUNTYALIGNMENT

CONSTRUCT TYPE 5 ADA CURBRAMP W/ CONCRETE LANDING ANDDETECTABLE WARNING STRIP.EXTEND RAMP W/ EXISTINGSIDEWALK.

INSTALL DEPRESSED CURBIN FRONT OF BITUMINOUS

DRIVEWAY- SEE DETAIL(TYP.)

UP BT664HG

10' TRANSITION TOEXISTING CURB HEIGHT

0

SCALE: 1" = 20'

40200

PLAN

RevStatus

Drawing Number

Scale at ARCH D

Eng check

Approved

Coordination

Dwg check

Drawn

Designed

Title

Security

Client

App’dCh’k’dDescriptionDrawnDateRev

Project Number

TotalB/O

© Mott MacDonald

This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose.

We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

www.mottmacamericas.com

Certificate No. 24GA28016600

Date

4

412 Mount Kemble Avenue

Suite G22

Morristown, NJ 07960

T +(908)-730-6000

F +(973)-267-2890

BOROUGH OF HOPATCONG

SUSSEX COUNTY, NEW JERSEY

JOHN K. RUSCHKE

PROFESSIONAL ENGINEER LIC. NO. 24GE0037148

379179 29

RIVER STYX ROAD

STREETSCAPE IMPROVEMENT

OM

OM

SA

SA

DH

JKR

SITE PLAN - STA. 42+25 to 47+17

SHEET 1 OF 3

PROJECT

UP 70070HG

UP 70018AHGUP 70018HGUP ! VZ70067HG

UP BT70068HG

UP 70069HG

933

MATC

HLIN

E SE

E SH

EET

3 - S

TA. 5

3+25

MATC

HLIN

E SE

E SH

EET

2 - S

TA. 5

3+25

RIVER STYX ROADRIVER STYX ROAD

DURBAN AVENUE

4' CHAIN LINK FENCE

EDGE OF PAVEMENT

934

934

933

933

932 933

934

934

935 934

933

934

933933

933

10"

SAN. MHRIM 932.83

SAN. MHRIM 932.95

WOOD FRAMEDBUILDING

15" RCP

12" R

CP

12"x18" ERCP"A" INLETGR. 933.55(W)INV. 930.55(N)INV. 930.75(E)INV. 930.65

"B" INLETGR. 933.68(W)INV. 931.88(S)INV. 931.83

"A" INLETGR. 932.87(W)INV. 929.27(N)INV. 929.37(NE)INV. 929.27

12" R

CP

15" RCP

"E" INLETGR. 932.74

(W)INV. 928.69(NW)INV. 928.90(NE)INV. 928.74

15" RCP

15" RCP

"A" INLETGR. 931.95INV. 928.83

"A" INLETGR. 933.10(W)INV. 928.00(E)INV. 928.10

15" RCP

15" RCP

12" PVC

"A" INLETGR. 932.46INV. 928.98

"A" INLETGR. 932.66

(SW)INV. 927.81(W)INV. 927.81

"A" INLETGR. 933.06(SW)INV. 927.06(N)INV. 927.20(SE)INV. 926.44

18" RCP

2"

2"

2"4"

8"18"

26"

10"12" TRIPLE

30"

30"

30"

DOUBLE YELLOW LINE

933.87

DOUBLE YELLOW LINE

CONC. SIDEWALK

933.18

933.36

933.14

WOOD FRAMEDBUILDING

CONC. CURB

EDGE OF ROAD

SAW CUT

BLOCKCURB

EDGE OF ROAD

WOOD FRAMEDDWELLING

CONC. SIDEWALK

4' VINYL FENCE

CONC. CURB

PARKINGLOT

WOOD FRAMEDBUILDING

MACADAMDRIVEWAY

CONC. SIDEWALK

MACADAMDRIVEWAY

MACADAMDRIVEWAY

934.2

0

934.2

8

934.02

934.00

933.38933.91

933.11

933.24

SAW CUT

RAMP

PAVERWALL

PAVEMENTSEAM

4' CHAINLINK FENCE

5' PICKET FENCE

BOULDER(TYP)

LIMIT OF PROPOSED WORK.TIE IN PROPOSED CONC. CURB

W/ EXISTING CURB. EXISTINGCURB BEYOND THIS POINT TO

BE REMOVED.

RIVER STYX ROAD(50' R.O.W.)

30'-0"

TRAFFIC STRIPES, LONG-LIFEEPOXY RESIN, 4" WHITE (TYP.)

PARKING SPACE DIMENSION, 8'x22' (TYP.)

EXISTING LIGHT POLESTO BE REPLACED (TYP.)

CONC. CURB W/15 FT RADIUS

CONC. CURB W/20 FT RADIUS

CONC. CURB W/20 FT RADIUS

CONC. CURB W/25 FT RADIUS

MATC

HLIN

E SE

E SH

EET

2 - S

TA. 4

7+17

MATC

HLIN

E SE

E SH

EET

1 - S

TA. 4

7+17

LIMIT OF 2' WIDE PAVERTO BE CONSTRUCTED.

REMOVE EXISTING SIDEWALK.CONSTRUCT 4' WIDE CONC.SIDEWALK AND 2' WIDE GRASSSTRIP

RIVER STYX ROAD(50' R.O.W.)

10' TRANSITION TOEXISTING CURB HEIGHT

22'-0"

2'-0"

8'-0"

±32'-0"

0

2'-0"

4'-0"

2'-0"

4'-0"

2'-0"

CONSTRUCT 9"CONC. CURB

CONSTRUCT 9"CONC. CURB

CONSTRUCT 9"CONC. CURB

LIMIT OF EXISTINGSIDEWALK.

CONSTRUCT 2' WIDE PAVERSTRIP ALONG PROPOSED CURB.RESTORE EXISTING ASPHALT.

BLOCK 30706 , LOT 4

BLOCK 30707 , LOT 4

BLOCK 30707 , LOT 5

BLOCK 30707 , LOT 6

BLOCK 30707 , LOT 9

BLOCK 30704, LOT 9

BLOCK 30704, LOT 8

BLOCK 30704, LOT 6

BLOCK 30707 , LOT 3

0

CONSTRUCT TYPE "B" INLETALONG PROPOSED CURB.

REMOVE EXISTING INLET ANDCONSTRUCT STORM MANHOLE.

CONSTRUCT TYPE "B" INLETALONG PROPOSED CURB.

REMOVE EXISTING INLET ANDCONSTRUCT STORM MANHOLE.

CONSTRUCT TYPE "B" INLETALONG PROPOSED CURB.REMOVE EXISTING INLET ANDCONSTRUCT STORM MANHOLE

19 DURBAN AVE

5 WEST RIVER STYX RD

GREENTREE AT HOPATCONG, LLC448 RIVER STYX RD

VAN HOUTEN, LAUREL

HAZER, MURATHAN & SUNA

450 RIVER STYX RD

454 RIVER STYX RD

ROSS, STEPHEN P

458 RIVER STYX RD

BLOCK 30707 , LOT 9

BLOCK 30706 , LOT 4

BLOCK 30706 , LOT 4

1011 DURBAN AVE, LLC

453 RIVER STYX RD

RIVER STYX PROPERTIES, LLC

RECONSTRUCT TYPE "B" INLETALONG PROPOSED CURB.REMOVE EXISTING INLET.

LIMIT OF DISTURBANCEFOR PROJECT (TYP.)

FERTILIZE AND SEED AREABETWEEN PROPOSEDCURB AND LIMIT OFDISTURBANCE TO RESTORETOPSOIL - 4" THICK (TYP.)

RECONSTRUCT TYPE "B" INLETALONG PROPOSED CURB.REMOVE EXISTING INLET.

RECONSTRUCT TYPE "B" INLETSALONG PROPOSED CURB.

REMOVE EXISTING INLETS.

FERTILIZE AND SEED AREA BETWEENPROPOSED CURB AND LIMIT OFDISTURBANCE TO RESTORE TOPSOIL - 4"THICK (TYP.)

FERTILIZE AND SEED AREABETWEEN PROPOSEDCURB AND SIDEWALK TORESTORE TOPSOIL - 4"THICK (TYP.)

PROPOSED ROW PERSUSSEX COUNTYALIGNMENT

PROPOSED ROW PERSUSSEX COUNTY

ALIGNMENT INSTALL (2) TYPE 5 ADA CURBRAMPS W/ DETECTABLE

WARNING STRIPS - SEE DETAIL

INSTALL (2) TYPE 5 ADA CURBRAMPS W/ DETECTABLE

WARNING STRIPS - SEE DETAIL

FERTILIZE AND SEED AREA BETWEENPROPOSED CURB AND LIMIT OFDISTURBANCE TO RESTORE TOPSOIL - 4"THICK (TYP.)

INSTALL DEPRESSED CURBIN FRONT OF BITUMINOUS

DRIVEWAY- SEE DETAIL(TYP.)

30'-0"

12'-0"

FERTILIZE AND SEED AREABETWEEN PROPOSED

CURB AND LIMIT OFDISTURBANCE TO RESTORE

TOPSOIL - 4" THICK (TYP.)CONSTRUCT 4' WIDE ASPHALTPAD W/ HMA 9.5M64 SURFACE

COURSE (TYP.)

30'-0"

24'-0"

CONSTRUCT 4' WIDE CONC.APRON IN FRONT OF BITUMINOUSDRIVEWAY (TYP.)

CONSTRUCT 1'-9" WIDEBITUMINOUS DRIVEWAY W/ HMA9.5 M64 SURFACE COURSE (TYP.)

CONSTRUCT 4' WIDE ASPHALTPAD W/ HMA 9.5 M64 SURFACECOURSE (TYP.)

10'-0"

CONSTRUCT 4' WIDE CONC.SIDEWALK AND 2' WIDE GRASSSTRIP. REMOVE EXISTINGSIDEWALK.

CONSTRUCT 9"CONC. CURB

11'-0"

±19'-0"

12'-0"

CONSTRUCT 4' WIDE SIDEWALK

SAWCUT EXISTING DRIVEWAY

CONSTRUCT CONC. CURB W/ 5 FTRADIUS AT DRIVEWAYS (TYP.)

SCALE: 1" = 20'

40200

PLAN

RevStatus

Drawing Number

Scale at ARCH D

Eng check

Approved

Coordination

Dwg check

Drawn

Designed

Title

Security

Client

App’dCh’k’dDescriptionDrawnDateRev

Project Number

TotalB/O

© Mott MacDonald

This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose.

We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

www.mottmacamericas.com

Certificate No. 24GA28016600

Date

5

412 Mount Kemble Avenue

Suite G22

Morristown, NJ 07960

T +(908)-730-6000

F +(973)-267-2890

BOROUGH OF HOPATCONG

SUSSEX COUNTY, NEW JERSEY

JOHN K. RUSCHKE

PROFESSIONAL ENGINEER LIC. NO. 24GE0037148

379179 29

RIVER STYX ROAD

STREETSCAPE IMPROVEMENT

OM

OM

SA

SA

DH

JKR

SITE PLAN - STA. 47+17 to 53+25

SHEET 2 OF 3

PROJECT

UP 70017

UP 14637-2 NJ303HO

UP HO2819

UP NJ89-SHG

UP VZ2062HG

MATC

HLIN

E SE

E SH

EET

3 - S

TA. 5

3+25

MATC

HLIN

E SE

E SH

EET

2 - S

TA. 5

3+25

939

941

RIVER STYX ROAD

NORT

H RI

VER

STYX

ROA

D

934

933

935

936

937938

939

938 938

937 936

935

934

933

932

936937

938940

938

939

940

942

943

944

SAN. MHRIM 938.98

SAN. MHRIM 938.04

2.5'x2.5' INLETGR. 931.31

2.5'x2.5' INLETGR. 931.34

"B" INLETGR. 932.11INV. 927.11

"B" INLETGR. 932.10

(N)INV. 926.30(E)INV. 926.02

24" RCP

24" R

CP

WELLBUILDING

CONC. CURB

CONC. SIDEWALK

MACADAMDRIVEWAY

DOUBLE YELLOW LINE

CONC. CURBCONC. CURB CONC. SIDEWALK

CONC.VAULT

CONC. CURB

6' CHAIN LINK FENCE

GUIDE RAIL

EDGE OF CONC.

WATERS EDGE

924925926

927928 929

930

4' CHAIN LIN

K FENCE

EDGE OF ROAD

EDGE OF PAVEMENT

WOOD FRAMEDBUILDING

STEPS

MASONRYWALL

CONC

. CUR

B

WALL

933.73

935.06

937.26

940.96

944.35

939.3

3

938.3

1

935.98

933.54

932.01

PARKINGLOT

PARKINGLOT

EDGE OF PAVEMENT

UTILITYCABINET

GRAVEL

GRAVEL

END O

F PRO

JECT

STA.

57+3

7

RIVER STYX ROAD(50' R.O.W.)

CONC. CURB W/15 FT RADIUS

EXISTING LIGHT POLESTO REMAIN (TYP.)

EXISTING LIGHT POLESTO REMAIN (TYP.)

CONC. CURB ANDSIDEWALK TO BECONSTRUCTED BYOTHERS

CONC. CURB ANDSIDEWALK TO BECONSTRUCTED BYOTHERS

TIE IN PROPOSED CURB TOEXISTING CONC. CURB 15 FT

FROM CENTERLINE

LIMIT OF WORKMATCH EXISTING GRADEW/ ASPHALT

22'-0"

2'-0"

8'-0"

4'-0"

2'-0"

13'-0"

13'-0"

16'-0"

16'-0"

12'-7"

15'-0"

REMOVE EXISTING CONC. CURBCONSTRUCT 9"X18" CONC. CURB

CONSTRUCT 9"CONC. CURB

BLOCK 30707 , LOT 10BLOCK 30707 , LOT 11

BLOCK 30703, LOT 11

BLOCK 30703, LOT 12

465 RIVER STYX RD

463 RIVER STYX RD

BLOCK 30704, LOT 6

BLOCK 30704, LOT 3.01

460 RIVER STYX RD462 RIVER STYX RD

GREENTREE AT HOPATCONG, LLC

BLOCK 30703, LOT 12

HEVER, HERMINE LF EST ET ALSJAYOM, INC

468 RIVER STYX RD

RIVER STYX PROPERTIES, LLC

BLOCK 30703, LOT 12

453 RIVER STYX RD

BLOCK 30704, LOT 2

BLOCK 30704, LOT 1COUNTY OF SUSSEX

BOROUGH OF HOPATCONG

PROPOSED ROW PERSUSSEX COUNTYALIGNMENT

FERTILIZE AND SEED AREABETWEEN PROPOSEDCURB AND SIDEWALK TORESTORE TOPSOIL - 4"THICK (TYP.)

LIMIT OF DISTURBANCEFOR PROJECT (TYP.)

FERTILIZE AND SEED AREABETWEEN PROPOSEDCURB AND SIDEWALK TORESTORE TOPSOIL - 4"THICK (TYP.)

INSTALL (2) TYPE 5 ADA CURBRAMPS W/ DETECTABLE

WARNING STRIPS -SEE DETAIL

CONSTRUCT 4' WIDE CONC.APRON AND IN FRONT OFBITUMINOUS DRIVEWAY(TYP.)

CONSTRUCT 2' WIDE BITUMINOUSDRIVEWAY W/ HMA 9.5 M64SURFACE COURSE (TYP.)

22'-0"

PROPOSED ROW PERSUSSEX COUNTY

ALIGNMENT

CONSTRUCT 4' WIDE CONC. SIDEWALKAND 2' WIDE GRASS STRIP. REMOVEEXISTING SIDEWALK.

REMOVE EXISTING CURB ANDCONSTRUCT 9"X18" CONC.

CURB. TRANSITION CURB TO15 FT OFF THE CENTERLINE

POLE16'-0"

UTILITYPOLE

UTILITY POLE TOBE RELOCATED

13'-0"

TIE IN PROPOSEDCURB W/ EXISTING CURB

BEGIN WIDENING CURBDISTANCE TO 15 FT OFFTHE CENTERLINE

SCALE: 1" = 20'

40200

PLAN

RevStatus

Drawing Number

Scale at ARCH D

Eng check

Approved

Coordination

Dwg check

Drawn

Designed

Title

Security

Client

App’dCh’k’dDescriptionDrawnDateRev

Project Number

TotalB/O

© Mott MacDonald

This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose.

We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

www.mottmacamericas.com

Certificate No. 24GA28016600

Date

6

412 Mount Kemble Avenue

Suite G22

Morristown, NJ 07960

T +(908)-730-6000

F +(973)-267-2890

BOROUGH OF HOPATCONG

SUSSEX COUNTY, NEW JERSEY

JOHN K. RUSCHKE

PROFESSIONAL ENGINEER LIC. NO. 24GE0037148

379179 29

RIVER STYX ROAD

STREETSCAPE IMPROVEMENT

SITE PLAN - STA. 53+25 to 57+37

OM

OM

SA

SA

DH

JKR

SHEET 3 OF 3

PROJECT